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HomeMy WebLinkAbout6 Wellfleet Ave. Remodel - PDF 08 20 2023 Final with StampPROJECT LOCATION SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 PROJECT INDEX SHT #SHEET NAME A0 COVER SHEET A1 SITE PLANA2 FIRST FLOOR NOTE PLAN A3 LOFT NOTE PLAN A4 PROPERTY DATA: LOCATION: BUILDING AUTHORITY JURISDICTION: CITY OF W. YARMOUTH, MA. LAND USE DESIGNATION: PARTIAL DEMO AND RESTORATION RESIDENTIAL LOT AREA: * ADDITION / RENOVATION 6 WELLFLEET AVENUE WEST YARMOUTH, MA. 02673 6 WELLFLEET AVENUE WEST YARMOUTH, MA. 02673 SEE SURVEY A6 ELEVATIONS A7 E1 FIRST FLOOR ELECTRICAL PLAN A8 SECTIONS AND DETAILS NTS A0 FIRST FLOOR DIMENSION PLAN ELEVATIONS A9 ROOF PLAN LOFT DIMENSION PLAN A5 E2 LOFT ELECTRICAL PLAN SPEC NOTES SHEET A10 S1 FOUNDATION PLAN S2 FIRST FLOOR FRAMING PLAN S4 LOFT FRAMING PLAN S6 STRUCTURAL DETAILS PROJECT LOCATION MAP: AERIAL MAP: SURVEY: S3 STRUCTURAL NOTES BASEMENT NOTE PLAN BASEMENT DIMENSION PLAN A11 A12 DOOR AND WINDOW SCHEDULES A13 COVER SHEET E3 BASEMENT ELECTRICAL PLAN S5 STRUCTURAL DETAILS TYPE IV CA TYPE I-B TYPE I-A DB YES N/A TYPE II-A N/A IMPACT RESISTANT GLAZING IMPACT RESISTANT COVERING GLAZING & COVERING +0.18, -0.18 (ENCLOSED) +0.55, -0.55, (PARTIALLY ENCLOSED) TYPE II-B TYPE III-A TYPE III-B X GROUP I - INSTITUTIONAL GROUP H - HAZARDOUS WINDBORNE DEBRIS REGION: INTERNAL PRESSURE COEFFICIENTS: EXPOSURE CATEGORY: BUILDING CONSTRUCTION TYPE: GROUP M - MERCANTILE GROUP R - RESIDENTIAL GROUP S - STORAGE GROUP B - BUSINESS BUILDING CATEGORY 1 (0.77) BUILDING CATEGORY 2 (1.00) GROUP A - ASSEMBLY BUILDING OCCUPANCY CLASSIFICATION: RISK CATEGORY (IMPORTANCE FACTOR): APPLICABLE CODES: GROUP D - DAY CARE CENTER GROUP F - FACTORY INDUSTRIAL GROUP E - EDUCATIONAL BUILDING CATEGORY 3 (1.15) BUILDING CATEGORY 4 (1.15) DESIGN PARAMETERS: COMBINATION OF IMPACT RESISTANT TYPE V-B TYPE V-A NEW CONSTRUCTION ALTERATION LEVEL 1 LEVEL 2 CLASSIFICATION OF WORK: LEVEL 3 CHANGE OF OCCUPANCY ADDITION / REMODEL HISTORIC BUILDING NO 0.00 (OPEN) BASIC WIND SPEED: 130 MPH (ULTIMATE DESIGN/3-SECOND GUST) NINTH EDITION OF THE MA STATE BUILDING CODE 780 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2005 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC) 2015 NFPA 1 FIRE CODE 2017 NATIONAL ELECTRIC CODE METHOD OF DESIGN: DESIGNED PURSUANT TO NINTH EDITION OF THE MA STATE BUILDING CODE 780 120 MPH (ULTIMATE DESIGN/3-SECOND GUST) DESIGN LOADS: COMPONENTS AND CLADDING DESIGN PRESSURES: ASCE 7-16 ZONE 1: 16.0 / -39.2 P.S.F ZONE 2: 16.0 / -51.8 P.S.F ZONE 5: 22.5 / -30.1 P.S.F STRUCTURAL FORCES: FLOOR DESIGN: LIVE LOAD: 40 P.S.F. DEAD LOAD: 10 P.S.F. ROOF DESIGN: LIVE LOAD: 20 P.S.F. DEAD LOAD: 20 P.S.F. SNOW LOAD: 35 P.S.F. NOTE: STRUCTURAL CALCULATIONS USING GRAVITY AND WIND LOADS HAVE BEEN PERFORMED IN THE DESIGN OF THIS STRUCTURE. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED PER ASCE 7-16. THE FOLLOWING SUPERIMPOSED LOADING HAS UTILIZED. ZONE 3: 16.0 / -70.6 P.S.F ZONE 4: 22.5 / -24.4 P.S.F X X X X X X X X X X A1 SECTION NUMBER SHEET WHERE SECTION IS DRAWN DETAIL SCALE: N.T.S. 1 A1 DRAWING IDENTIFICATION NUMBER SCALE SHEET WHERE DETAIL IS DRAWN X A1 SECTION NUMBER SHEET WHERE DETAIL IS DRAWN A DOOR TAG WINDOW TAGX X A1 EXTERIOR ELEVATION NUMBER SHEET WHERE ELEVATION IS DRAWN AREA OF TO BE DETAILED OR ENLARGED SYMBOLS: G. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS I. CONTRACT CLOSEOUT 5.USE OF THE BUILDING: ·MAINTAIN THE BUILDING IN A SECURE, WEATHERTIGHT CONDITION AS SOON AS IS PRACTICAL. ·DO NOT INSTALL INTERIOR FINISHED FLOORING, WALL OR CEILING MATERIALS UNTIL BUILDING IS WEATHERTIGHT. ·REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. ·TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE BUILDING DURING THE CONSTRUCTION PERIOD. 1.TEMPORARY UTILITIES: ·UNLESS OTHERWISE INSTRUCTED, MAKE ARRANGEMENTS WITH OWNER FOR TEMPORARY WATER AND CONNECTIONS TO EXISTING WATER FACILITIES. COST OF WATER SHALL BE PAID BY CONTRACTOR. ·UNLESS OTHERWISE INSTRUCTED, MAKE ARRANGEMENTS WITH UTILITY COMPANY FOR TEMPORARY ELECTRICAL SERVICE, PROVIDE CONNECTIONS TO EXISTING FACILITIES. COST OF ELECTRICITY SHALL BE PAID BY CONTRACTOR. 2.TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES ·PROVIDE TEMPORARY TOILET FACILITIES FOR CONSTRUCTION USE. USE OF THE OWNER'S TOILET FACILITIES WILL NOT BE PERMITTED. ·COLLECT WASTE AND DEBRIS FROM CONSTRUCTION AREAS DAILY AND REMOVE FROM BUILDING INTERIOR. HANDLE HAZARDOUS, DANGEROUS, OR UNSANITARY WASTE MATERIALS SEPARATELY FROM OTHER WASTE BY CONTAINERIZING PROPERLY. DISPOSE OF MATERIAL IN A LAWFUL MANNER. 1.SUBSTANTIAL COMPLETION ·WHEN WORK IS CONSIDERED SUBSTANTIALLY COMPLETE, SUBMIT WRITTEN NOTICE THAT THE WORK IS COMPLETE AND READY FOR INSPECTION. ·OWNER WILL INSPECT OR ADVISE THE CONTRACTOR OF UNFULFILLED REQUIREMENTS. WHEN OWNER CONCURS THAT WORK IS SUBSTANTIALLY COMPLETE, ARCHITECT WILL PREPARE THE CERTIFICATE OF SUBSTANTIAL COMPLETION FOLLOWING INSPECTION. 2.FINAL COMPLETION ·DO NOT BURN WASTE MATERIALS. DO NOT BURY DEBRIS OR EXCESS MATERIALS ON THE OWNER'S PROPERTY. DO NOT DISCHARGE VOLATILE, HARMFUL OR DANGEROUS MATERIALS INTO DRAINAGE SYSTEMS. REMOVE WASTE MATERIALS FROM THE SITE AND DISPOSE OF IN A LAWFUL MANNER. ·COMPLETE CLEANING OPERATIONS BEFORE REQUESTING INSPECTION FOR CERTIFICATION OF SUBSTANTIAL COMPLETION AND MAINTAIN BUILDING IN CLEANED CONDITION UNTIL FINAL COMPLETION. ·REMOVE TEMPORARY PROTECTION AND FACILITIES INSTALLED FOR PROTECTION OF THE WORK DURING CONSTRUCTION. ·REMOVE LABELS, CLEAN GLASS SURFACES, AND DUST AND WIPE CLEAN ALL PRODUCTS, MATERIALS, SYSTEMS, FINISHES, EQUIPMENT, AND SURFACES. ·WHEN WORK IS CONSIDERED COMPLETE, SUBMIT WRITTEN CERTIFICATION TO THE ARCHITECT THAT THE WORK IS COMPLETED AND READY FOR FINAL INSPECTION. SUBMIT THE FOLLOWING: FINAL PAYMENT REQUEST WITH RELEASES. UPDATED FINAL STATEMENT. OWNER WILL INSPECT THE WORK UPON RECEIPT OF NOTICE. 3.OPERATION AND MAINTENANCE DATA ·PREPARE DATA IN THE FORM OF AN INSTRUCTIONAL MANUAL WITH TABLE OF CONTENTS AND DIRECTORY INFORMATION OF CONTRACTOR; NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF SUBCONTRACTORS AND SUPPLIERS; PRODUCT DATA;. PROVIDE EQUIPMENT OPERATIONS INSTRUCTION TO OWNER BEFORE FINAL INSPECTION. I CERTIFY THAT EXCEPT AS NOTED HEREIN, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE INFORMATION CONTAINED WITHIN THESE DOCUMENTS COMPLIES WITH THE APPLICABLE PROVISIONS AND REQUIREMENTS OF THE CODES IN EFFECT, HAVING JURISDICTION OVER AND GOVERNING THE WORK, AT THE TIME THESE DOCUMENTS WERE PREPARED, INCLUDING THE CURRENT FLORIDA BUILDING CODE J.ARCHITECTS DISCLAIMER 1.THE ARCHITECTS CERTIFICATION OF THE DOCUMENTS IS LIMITED TO THE DOCUMENTS AND THE INFORMATION CONTAINED IN THE DOCUMENTS. 2.THE ARCHITECTS CERTIFICATION SHALL NOT EXTEND TO REVISIONS TO THE DOCUMENTS OR REVISIONS IN INFORMATION CONTAINED IN THE DOCUMENTS WHERE SUCH REVISIONS WERE NOT PERFORMED AND/OR AUTHORIZED IN WRITING BY THE ARCHITECT. 3.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR REVISIONS TO THE DOCUMENTS OR REVISIONS IN INFORMATION CONTAINED IN THE DOCUMENTS AND WHERE SUCH REVISIONS HAVE BEEN MADE BY OTHERS TO PRODUCTS, MATERIALS, FINISHES, DIMENSIONS, SYSTEMS, ASSEMBLIES OR AESTHETIC INTENT. H.SECURITY AND PROTECTION FACILITIES 1.COMPLY WITH LOCAL STANDARDS AND CODE REQUIREMENTS FOR ERECTION OF STRUCTURALLY ADEQUATE BARRICADES, WARNING SIGNS, AND LIGHTS. 2.INSTALL SUBSTANTIAL TEMPORARY TOOL AND BUILDING MATERIAL ENCLOSURES OF PARTIALLY COMPLETED AREAS OF CONSTRUCTION WITH LOCKING ENTRANCES TO PREVENT UNAUTHORIZED ENTRANCE, VANDALISM, THEFT AND SIMILAR VIOLATIONS OF SECURITY. F.CONTRACTOR RESPONSIBILITIES 1.PROVIDE INSPECTIONS, TESTS AND SIMILAR QUALITY CONTROL SERVICES AS REQUIRED BY GOVERNING AUTHORITIES. THESE SERVICES MAY BE PERFORMED BY AN INDEPENDENT OR BY THE CONTRACTOR. INCLUDE COSTS FOR THESE SERVICES IN THE CONTRACT SUM. 2.COORDINATE THE SEQUENCE OF ACTIVITIES TO ACCOMMODATE REQUIRED SERVICES WITH A MINIMUM OF DELAY AND COORDINATE ACTIVITIES TO AVOID THE NECESSITY OF REMOVING AND REPLACING CONSTRUCTION TO ACCOMMODATE INSPECTIONS AND TESTS. SPEC SHEET A.GENERAL CONDITIONS 1.EXCEPT BY THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR, THE LATEST EDITION OF A.I.A. DOCUMENT A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" SHALL BE CONSIDERED A PART OF THE CONSTRUCTION CONTRACT DOCUMENTS. B.SUPPLEMENTARY CONDITIONS 1.UNLESS OTHERWISE INSTRUCTED, CONTRACTOR SHALL SECURE AND PAY FOR ALL LICENSES, PERMITS, FEES, INSPECTION COSTS, TAP FEES, IMPACT FEES, UTILITY METER INSTALLATION FEES, AND ALL OTHER GOVERNMENTAL COSTS AND FEES NECESSARY TO PERMIT CONSTRUCTION OF THE PROJECT, AND UNLESS OTHERWISE INSTRUCTED SHALL INCLUDE THESE COSTS AS PART OF THE WORK. 2.CONTRACTOR SHALL PURCHASE AND SHALL CAUSE HIS SUBCONTRACTORS TO PURCHASE AND MAINTAIN INSURANCE OF SUCH TYPES AND AMOUNTS AS ARE NECESSARY TO PROTECT THE OWNER AND THE PROJECT. NO WORK SHALL BE COMMENCED UNTIL SUCH TIME AS THE OWNER IS PROVIDED EVIDENCE THAT SUCH INSURANCE IS IN PLACE. 3.ABSENT STATUTORY MINIMUMS, OWNER AND CONTRACTOR SHALL MUTUALLY AGREE AS TO THE LIMITS OF COVERAGE IN ADVANCE OF THE EXECUTION OF CONSTRUCTION CONTRACTS. HOWEVER, IN NO CASE SHALL THE LIMITS OF INSURANCE BE LESS THAN STATUTORY MINIMUMS OR THE AMOUNTS COMMON TO THE CONSTRUCTION INDUSTRY FOR SIMILAR PROJECTS. 4.ALL WORK SHALL COMPLY WITH CODES, REGULATIONS AND STANDARDS HAVING JURISDICTION OVER THE WORK. VARIATIONS IN MANUFACTURING, FABRICATION, INSTALLATION OR ASSEMBLY OF MATERIALS, COMPONENTS, CLEARANCES, CAPACITIES FOR FIELD ADJUSTMENT, OR UNIFORMITY IN SIZE, SPACING AND FINISH SHALL BE CONSISTENT WITH SUCH STANDARDS. WHERE DISPUTES ARISE, STANDARDS AS PUBLISHED BY INDEPENDENT CONSTRUCTION INSTITUTES AND/OR ADVISORY BODIES TO THE PRODUCT OR SYSTEM IN QUESTION SHALL BE EMPLOYED AS THE STANDARDS FOR THIS WORK. 5.DO NOT ALTER, REMOVE OR MODIFY ANY STRUCTURAL ELEMENTS WITHOUT FIRST CONSULTING THE ARCHITECT. C.GENERAL REQUIREMENTS 1.IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO DEFINE AND DESCRIBE A COMPLETE FINISHED AND FULLY FUNCTIONING FACILITY. ANY PRODUCT, MATERIAL, SYSTEM, EQUIPMENT, OR ASSEMBLY WHICH NORMALLY WOULD BE REQUIRED TO MEET THIS REQUIREMENT SHALL BE PROVIDED AS IF SPECIFICALLY NOTED. 2.WHEN WORK IS NOT SPECIFICALLY NOTED BUT IS REQUIRED TO COMPLETE THE PROJECT, IT SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER, AND SHALL BE OF THE BEST MATERIALS AND WORKMANSHIP. 3.THE DOCUMENTS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. ADDITIONAL DATA SHALL BE OBTAINED FROM THE ARCHITECT THROUGH WRITTEN CLARIFICATION ONLY. VERIFY ALL EXISTING CONDITIONS, ELEVATIONS, AND DIMENSIONS BEFORE PROCEEDING WITH ANY PORTION OF ANY WORK. 4.ALL WORK AS OUTLINED IN THESE DOCUMENTS SHALL CONFORM TO THE APPLICABLE CODES AND ORDINANCES IN EFFECT AT THE TIME THESE DOCUMENTS WERE PREPARED. IN THE EVENT OF A CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN AND BE ADHERED TO. 5.THE CONTRACTORS SHALL VISIT THE JOB SITE AND BECOME FAMILIARIZED WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT THE BID. NO ALLOWANCES WILL BE MADE AFTER THE BID FOR EXISTING CONDITIONS OR THE CONTRACTOR'S FAILURE TO VERIFY EXISTING CONDITIONS. 6.THE CONTRACTORS SHALL BE EXPERIENCED IN THIS TYPE OF WORK. NO ALLOWANCES WILL BE MADE AFTER THE BID FOR LACK OF EXPERIENCE. 7.THE CONTRACTORS SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM DAMAGE THROUGHOUT THE CONSTRUCTION. 8.ANY EXISTING UTILITIES TO BE ABANDONED SHALL BE PROPERLY DISCONNECTED, PLUGGED OR OR CAPPED, AS REQUIRED BY CODE OR SOUND CONSTRUCTION PRACTICES. 9.DAMAGED OR DISRUPTED EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO LANDSCAPING, LIGHTING, IRRIGATION, PEDESTRIAN AND VEHICLE ACCESS SHALL BE REPLACED AT THE END OF CONSTRUCTION TO THE SAME STANDARDS OF QUALITY AS EXISTED PRIOR TO CONSTRUCTION DISRUPTION. 10.DISRUPTED ELECTRICAL AND WATER LINES SHALL BE RE-ROUTED DURING PROJECT CONSTRUCTION AND ARE TO REMAIN IN CONTINUOUS SERVICE UNLESS OTHERWISE INDICATED OR INSTRUCTED BY THE OWNER. 11.NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE FROM THE DRAWINGS OR SPECIFICATIONS WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE ARCHITECT. 12.WHERE LACK OF INFORMATION, OR ANY DISCREPANCY SHOULD APPEAR IN THE DRAWINGS OR SPECIFICATIONS, REQUEST WRITTEN INTERPRETATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THAT PART OF THE WORK. 13.WHEN INSTRUCTED, PROVIDE 6 SETS OF SHOP DRAWINGS FOR ALL PRODUCTS, MATERIALS, AND EQUIPMENT TO ARCHITECT FOR APPROVAL, PRIOR TO ORDERING. EQUIPMENT INSTALLED WITHOUT APPROVAL SHALL BE SUBJECT TO REJECTION AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 14.UNLESS OTHERWISE NOTED, ELECTRICAL CONDUITS, PLUMBING LINES, ETC., SHALL BE RUN CONCEALED AND FRAMING SHALL BE CORRECTLY SIZED TO ACCOMPLISH THIS WITHOUT CREATING VARIATIONS IN THE WALL PLANE. 15.PROVIDE ADEQUATE CONCEALED BLOCKING AND ANCHORING FOR ALL CEILING AND WALL MOUNTED EQUIPMENT, HARDWARE AND ACCESSORIES. 16.WHEN A PRODUCT, SYSTEM OR ASSEMBLY IS CALLED FOR, ALL NECESSARY PARTS AND MATERIALS REQUIRED FOR A COMPLETE AND FULLY OPERATIONAL SYSTEM SHALL BE PROVIDED AND INSTALLED AND INSTALLATION SHALL BE ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 17.PRIOR TO PROCEEDING WITH WORK, CONTRACTORS SHALL COORDINATE WITH EACH TRADE THE LOCATIONS OF SLEEVES OR OTHER PRESET ACCESSORIES INVOLVING OTHER TRADES. 18.DIMENSIONS ARE SHOWN FROM FACE STUD TO FACE OF STUD OR FACE OF MASONRY, AND TO THE EDGE OF ROUGH OPENING. UNLESS NOTED OTHERWISE, ALL DIMENSIONS SHOWN IN PLAN ARE NOMINAL AND ALL DIMENSIONS SHOWN IN DETAIL ARE ACTUAL. 19.THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED UNDER THIS CONTRACT FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF WORK OF THIS CONTRACT BY OWNER AND THE ARCHITECT, BUT IN NO EVENT LESS THAN AS REQUIRED BY TERMS OF THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR FOR THE CONSTRUCTION OF THE PROJECT, OR STATE STATUTE. ANY DEFECTS DEVELOPING WITHIN THIS PERIOD, TRACEABLE TO MATERIALS OR WORKMANSHIP PROVIDED OR PERFORMED BY THE CONTRACTOR, SHALL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOR, NOT THE OWNER. THE CONTRACTOR SHALL ACCEPT AND FULLY UNDERSTAND THIS PROVISION PRIOR TO CONTRACT BEING AWARDED. NO CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED FOR CORRECTION OF FAULTY WORK OR DEFECTIVE MATERIALS. AT ANY TIME DURING THE CONSTRUCTION PERIOD, OWNER'S REPRESENTATIVES AND THE ARCHITECT RETAIN THE RIGHT TO REQUIRE THE CONTRACTOR TO REMOVE AND REINSTALL ANY EQUIPMENT OR MATERIALS NOT FOLLOWING THE STANDARDS AS PRESENTED HEREIN OR ON THE DRAWINGS AND AT NO COST TO THE OWNER OR ARCHITECT. D.CONTRACTOR USE OF PREMISES 1.LIMIT USE OF THE PREMISES TO CONSTRUCTION ACTIVITIES AND WORK BY OTHERS. 2.PORTIONS OF THE SITE ARE NOT TO BE DISTURBED WITHOUT EXPRESSED PERMISSION BY THE ARCHITECT, OR AS OTHERWISE AGREED TO BY THE CONTRACTOR AND OWNER. 3.AREAS FOR STAGING OF CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE LIMITED PRINCIPALLY TO PREDETERMINED LIMITS UNLESS OTHERWISE AGREED TO BY THE CONTRACTOR AND OWNER. 4.KEEP DRIVEWAYS AND ENTRANCES SERVING THE PREMISES CLEAR AND AVAILABLE TO THE PUBLIC, THE OWNER, AND EMPLOYEES AT ALL TIMES. 6.PATCHWORK: WHERE A PORTION OF AN EXISTING FINISHED SURFACE IS DAMAGED, REMOVED OR STAINED DURING CONSTRUCTION, PATCH OR REPLACE THE DAMAGED PORTION OF THE SURFACE WITH MATCHING MATERIAL. 7.MATCHING: RESTORE WORK THAT IS DAMAGED DURING CONSTRUCTION TO A CONDITION EQUAL TO ITS CONDITION AT TIME OF START OF WORK. 8.STANDARDS: THE SPECIFICATIONS WILL DESCRIBE EXISTING PRODUCTS AND/OR STANDARDS OF EXECUTION. THE PRODUCT IS ITS OWN SPECIFICATION AND STANDARD FOR STRENGTH, APPEARANCE AND OTHER CHARACTERISTICS. PROVIDE PRODUCTS IN QUALITY WHICH ARE IN NO WAY INFERIOR TO NOTED OR SPECIFIED PRODUCTS. 9.DISTURBED AREAS: LIMIT THE EXTENT OF DEMOLITION TO THE LEAST AMOUNT REQUIRED FOR PROPER CONSTRUCTION, BUT IN NO CASE MORE THAN THE LIMITS OF DEMOLITION AGREED TO. E.PROJECT / SITE CONDITIONS 1.LOCATE, IDENTIFY, AND PROTECT ALL EXISTING UTILITIES ENCOUNTERED DURING THE WORK, IF ANY, NOTIFY UTILITY COMPANIES OF IMPENDING WORK. 2.ENSURE THAT ALL UTILITY AND OTHER SERVICES WHICH MAY BE DISTURBED DURING CLOSE EXCAVATION ARE TEMPORARILY STAYED AND BRACED IN POSITION DURING THE WORK. 3.PROVIDE SLEEVES APPROPRIATE TO CONSTRUCTION WHERE NEW PIPES, CONDUIT AND DUCTS PENETRATE WALLS AND FLOORS. FILL VOIDS WITH FIRE SAFING INSULATION OR FOAM PENETRATION SEALANT. 4.PROGRESS CLEANING: REMOVE DEBRIS FROM INTERIOR OF BUILDING ON A DAILY BASIS AND STORE TEMPORARILY IN COMMERCIAL TRASH CONTAINERS. DO NOT ALLOW ACCUMULATION OF SCRAP, DEBRIS OR WASTE MATERIAL WITHIN THE BUILDING. REMOVE DEBRIS FROM BUILDING SITE AT INTERVALS REQUIRED TO MINIMIZE OVERFLOW AND SPILLAGE. GENERAL PROJECT NOTES: 1.ALL CONSTRUCTION SHALL FOLLOW THE CURRENT FLORIDA BUILDING CODE. 2.GENERAL CONTRACTOR, ALL SUBCONTRACTORS, ALL SUPPLIERS, ETC. SHALL REVIEW PLANS, SPECIFICATIONS, DIMENSIONS, AND JOB SITE CONDITIONS PRIOR TO SUBMITTING PLANS FOR PERMITTING AND NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES, ERRORS OR OMISSIONS NEEDING CLARIFICATION TO COMPLETE THE PROJECT. 3.ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS (DO NOT SCALE DRAWINGS) 4.CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES SO AS TO NOT CREATE CONFLICT. 5.ALL MATERIALS SHOWN OR CALLED OUT IN THESE PLANS SHALL BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND/OR SPECIFICATIONS. 6.GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 7.ALL BEAM HEIGHTS OR CRITICAL STRUCTURAL MEMBERS SHALL BE VERIFIED AND COORDINATED WITH TRUSS MANUFACTURER AND OTHER TRADES BY THE GENERAL CONTRACTOR. 8.GENERAL CONTRACTOR IS TO VERIFY ALL HVAC CLEARANCES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9.GENERAL CONTRACTOR TO SUBMIT FLORIDA PRODUCT APPROVALS FOR WINDOWS, DOORS, AND ANY OTHER PRODUCTS REQUIRING SUCH APPROVALS BY BUILDING OFFICIALS. 10.MATERIALS CALLED OUT IN SPECIFICATIONS SHALL SUPERCEDE THOSE SHOWN IN THESE PLANS. ANCHORAGE NOTES: 1.SIZE, TYPE, SPACING AND LOCATION OF ANCHORS SHALL COMPLY WITH FBC REQUIREMENTS. 2.ANCHORAGE SYSTEM FOR EXTERIOR WINDOWS AND DOORS SHALL BE BY MANUFACTURER, SHOWN ON THE WINDOW MANUFACTURERS SUBMITTALS, AND ENGINEERED, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER SPECIALIZING IN THE DESIGN OF EXTERIOR DOOR AND WINDOW ANCHORAGE. IF ANY ERRORS OR OMISSIONS EXIST IN THESE DRAWINGS OR THE CONTRACTOR AND/OR OWNER SHALL WITHIN 10 DAYS AFTER RECEIPT OF THESE DRAWINGS, AND PRIOR TO CONSTRUCTION NOTIFY G2 ARCHITECTURE IN WRITING OF SAID ERRORS OR OMISSIONS, OR BE HELD WHOLLY RESPONSIBLE FOR THE RESULTS AND COST OF RECTIFYING THE SAME. ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR CONDITIONING ABOVE ACOUSTIC ACOUSTICAL CEILING TILE AMERICAN DISABILITIES ACT ADDITION or ADDENDUM ABOVE GRADE AIR HANDLER UNIT ALUMINUM ALTERNATE ASPHALT AVERAGE BOTTOM OF BOTTOM OF FOOTING BUILT UP BACK OF CURB BOARD BUILDING BLOCK BLOCKING BEAM BEARING CENTER TO CENTER CONSTRUCTION DOCUMENTS CONTROL JOINT CERAMIC TILE CABINET CEMENT CENTERLINE CEILING CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS DRINKING FOUNTAIN DOWN SPOUT DISHWASHER DOUBLE DEMOLITION DIAMETER DIMENSION DOWN DOOR DRAWING EXHAUST FAN EXPANSION JOINT EACH ELEVATION ELEVATOR EQUAL EQUIPMENT ESTIMATE ELECTRIC DRINKING COOLER EXHAUST EXPOSED EXISTING EXTERIOR FIRE ALARM FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR FINISH FIXTURE FLOOR FACE OF FIRE PROOF FLOOR SINK (SEE NOTE) FEET OR FOOT FOOTING GA. GALVANIZED GLAZING GYPSUM BOARD HOSE BIBB HANDICAP HOLLOW METAL HARDWARE HANDICAP ELEC. WATER COOLER HEIGHT HORIZONTAL INSULATION INTERIOR LAVATORY MASONRY OPENING MASONRY MATERIAL MECHANICAL MEDIUM MANUFACTURER MISCELLANEOUS MODULAR METAL NOT IN CONTRACT NOT TO SCALE NAILER NUMBER NOMINAL ON CENTER OVER HEAD OPENING OPPOSITE PRECAST CONCRETE PROPERTY LINE PLASTIC LAMINATE PLASTIC PLUMBING PLYWOOD PORCELAIN PREFABRICATED PAINTED ROUGH OPENING REFRIGERATOR REINFORCED REQUIRED REV. ROOM SCHEDULE SECTION SHEET SIM. SPECIFICATIONS SQUARE FEET SQUARE INCHES STANDARD STL. SUSPENDED T.O. TOP OF TOP OF BEAM TOP OF CURB TOP OF FOOTING TOP OF JOIST TOP OF MASONRY TOP OF SLAB TOP OF WALL TUBE STEEL THK. THROUGH TOILET TYPICAL UNLESS OTHERWISE NOTED VAPOR BARRIER VERIFY IF FIELD VINYL COMPOSITION TILE VERTICAL WATER CLOSET WITH WITHOUT WD. A.F.F. A.F.G. A/C ABV ACOU. ACT ADA. ADD. AG AHU AL ALUM. ALT. ASPH AVG B.O. B.O.F. B.U. B/C BD. BLDG BLK. BLKG. BM. BRG. C.C. C.D. C.J. C.T. CAB CEM. CL CLG. CLKG. CLO. CLR. CMU COL. CONC. CONST. CONT. D.F. D.S. D/W DBL. DEMO DIA. or Ø DIM. DN. DR DWG. E.F. E.J. EA. EL ELEV. EQ. EQUIP. EST. EWC EXH. EXP. EXIST. EXT. F.A. F.D. FDN. F.E. F.E.C. F.F. FIN. FIXT. FL F.O. FP F.S. FT. FTG. GAUGE GALV. GL. GYP. BD. H.B. H.C. H.M. HDW HEWC HGT. HOR. INSUL. INT. LAV M.O. MAS. MAT'L. MECH. MED. MFR. MISC. MOD. MTL. N.I.C. N.T.S. NLR. NO. NOM. O.C. O.H. OPNG. OPPO. P.C. P.L. or PL P.LAM. PLAS. PLUMB. PLYWD. PORC. PREFAB. PTD. R.O. REF REINF. REQ'D. REVISION RM SCHED. SECT. SHT. SIMILAR SPECS SQ. FT. / SF. SQ. IN. STD. STEEL SUSP. T.O. T.O.B. T.O.C. T.O.F. T.O.J. T.O.M. T.O.S. T.O.W. T.S. THICK THRU TLT. TYP. U.O.N. V.B. V.I.F. VCT VERT. W.C W/ W/O WOOD ARCHITECTURAL ABBREVIATIONS NTS A1 SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 SPEC NOTES SHEET WELL F L E E T A V E . G R A C E A V E . PROPOSED COTTAGE EXISTING HISTORIC ELEMENT. SINGLE ROOM AND FACADE TO BE SAVED, BRACED, RELOCATED AND RENOVATED PROPOSED SEPTIC AREA, SEE SEPTIC PLANS FOR DETAILS DEMO EXISTING COTTAGE EXISTING1 0 ' - 0 " PROPOSED DRIVEWAY DEMO EXISTING BATH HOUSE RELOCATED EXISTING HISTORIC ELEMENT LIVING A/C 1146 S.F. 592 S.F.LOFT A/C BASEMENT 1183 S.F. TOTAL LIVING A/C 1738 S.F. AREA SUMMARY TOTAL UNDER ROOF 3173 S.F. PORCH 252 S.F. SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 SITE PLAN 3/32" = 1'-0" A2 BASEMENTUPUP SPIRAL STAIRCASE,SEE MANUFACTURERDRAWINGS1011011041051061021035' GALV. STEEL WINDOW WELLSW/ GRAVEL TO FOUNDATION,POLYCARBONATE MOLDEDCLEAR COVER, TYP.STAIRS,FIELD VERIFYRISER HEIGHTS11" TREADS36" HIGHHANDRAIL2 LAYERS OF 1/4"DRYWALL FORCURVED WALLA/HGASWALLHEATERA-121A-122R/A SHAFTS8'-0" CLG.SCALEPROJECT NO.DATEDRAWN BYCHECKED BYSEAL:3525 Bonita Beach Rd SW # 110Bonita Springs, FL 34134Phone: 239-319-0105bill@g2archinc.comwww.g2archinc.comTHE DRAWING AND DESIGNWITHIN THIS HARDCOPY ORDIGITAL FILE IS THE PROPERTYAND CREATION OF G2ARCHITECTURE INC. ANDSHALL NOT BE REPRODUCEDIN WHOLE OR IN PARTWITHOUT THE EXPRESSEDWRITTEN CONSENT OF G2ARCHITECTURE INC. © WILLIAM K. GLASS# 953366NO.DESCRIPTIONDATE8-17-23JEWGHERBERT RESIDENCE YARMOUTH CAMPGROUNDS 6 WELLFLEET AVEVUE WEST YARMOUTH, MA 0267323007 LIVING A/C1146 S.F.592 S.F.LOFT A/CBASEMENT1183 S.F.TOTAL LIVING A/C1738 S.F.AREA SUMMARYTOTAL UNDER ROOF3173 S.F.PORCH252 S.F.BASEMENTNOTE PLAN1/4" = 1'-0"A3 9'-0"2'-6"2'-6"12'-8"18'-0"6'-0"52'-0"7'-0"7'-0" 5'-4" 7'-0"7'-0" 5'-4"15'-10"10'-4"15'-10"9'-0"2'-6"12'-6"5'-6"2'-6"12'-8"18'-0"6'-0"52'-0"2'-0" 7'-0"7'-0" 5'-4"2'-0" 4'-2"4'-2" 5'-4" 52'-8" 14'-0"10'-0"14'-0" 52'-8"16'-4"5'-8"2'-6"27'-6"4'-2"5'-4"4'-6" 2'-10"2'-6"R2'-10"5'-8"5'-8"7'-0"5'-8"7'-0"1'-10"1'-10"1'-4"1'-4"6'-7"SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 BASEMENT DIMENSION PLAN 1/4" = 1'-0" A4 NOTES: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND START OF CONSTRUCTION. SHELVES RANGE O.H. CAB.O.H. CAB.BUILT OUT W/ FIREPLACE BELOW AND TV ABOVE UPLIVING ROOMKITCHENBEDROOM #1BEDROOM #2PORCHLINE OFLOFT ABOVEEGRESSEXISTINGHISTORICELEMENTOPEN TO ABOVE8'-0" CLG.8'-0" CLG.8'-0" CLG.TUBW.C. LAV ROD & SHELFROD & SHELFBATHREF BILCO DOORTO BASEMENTTUBW.C. LAV ROD & SHELFROD & SHELFBATHEGRESSDBL. SINKW/ DISP.PANTRYCAB.W.C.BATHD.W.STACKW & DLAV 8'-0" CLG.8'-0" CLG.8'-0" CLG.SPIRALSTAIRCASE, SEEMANUFACTURERDRAWINGS104112102101105104103108109110111113105106107103101102106107LINE OFLOFT ABOVEFOYER/DININGDN(2) 6" RISERS,FIELD VERIFY6" RISER6" RISER0'-0" ELEV.-0'-6" ELEV.-0'-6" ELEV.REMOVE ANDREPLACE LIKEFOR LIKEREMOVE ANDREPLACE LIKEFOR LIKEREMOVE ANDREPLACE LIKEFOR LIKEREMOVE ANDREPLACE LIKEFOR LIKEA/CA/C PADA-121A-122FURRINGABOVESCALEPROJECT NO.DATEDRAWN BYCHECKED BYSEAL:3525 Bonita Beach Rd SW # 110Bonita Springs, FL 34134Phone: 239-319-0105bill@g2archinc.comwww.g2archinc.comTHE DRAWING AND DESIGNWITHIN THIS HARDCOPY ORDIGITAL FILE IS THE PROPERTYAND CREATION OF G2ARCHITECTURE INC. ANDSHALL NOT BE REPRODUCEDIN WHOLE OR IN PARTWITHOUT THE EXPRESSEDWRITTEN CONSENT OF G2ARCHITECTURE INC. © WILLIAM K. GLASS# 953366NO.DESCRIPTIONDATE8-17-23JEWGHERBERT RESIDENCE YARMOUTH CAMPGROUNDS 6 WELLFLEET AVEVUE WEST YARMOUTH, MA 0267323007 LIVING A/C1146 S.F.592 S.F.LOFT A/CBASEMENT1183 S.F.TOTAL LIVING A/C1738 S.F.AREA SUMMARYTOTAL UNDER ROOF3173 S.F.PORCH252 S.F.FIRST FLOORNOTE PLAN1/4" = 1'-0"A5 4'-6"4'-6"9'-0"2'-6"18'-0"6'-0"2'-6"12'-8" (EXISTING7'-3" (EXISTING)1'-4"5'-5" (EXISTING)5'-0"5'-0" 2'-0"14'-0"5'-4"2'-0" 7'-0"7'-0" 14'-0"10'-0"5'-4" 2'-1"3'-1"3'-1"2'-1" 10'-4" (EXISTING)1'-10"14'-0"5'-4" 7'-0"7'-0"9'-4" (EXISTING)1'-4"1'-10" 7'-0"7'-0" 14'-0"5'-4" 52'-8"52'-0"5'-0"4'-6"4'-6"9'-0"2'-6"18'-0"6'-0"7'-0"7'-0"8'-9"9'-3"2'-6"12'-8" (EXISTING)52'-0"5'-0"52'-8"6'-2"15'-10"30'-0"14'-0"4'-0"13'-4"2'-6"11'-6"6'-1"2'-6"11'-6"2'-6"11'-6"2'-6"11'-6"5'-6"4'-8"4'-0"4'-4"2'-0"4'-10"6'-6" 1'-0" 4'-0"4'-8"5'-10" 5'-6"14'-0"13'-4"14'-0"5'-10" 4'-8"4'-8"4'-8"3'-4"(EXISTING)4'-0"1'-0"1'-0"4'-0"1'-0" 4'-4"14'-6"SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 FIRST FLOOR DIMENSION PLAN A6 1/4" = 1'-0" NOTES: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND START OF CONSTRUCTION. DNR & SEGRESS EGRESS R & SR & SR & SCRAFT ANDSEWING ROOMOFFICE/STUDYDORMER ABOVEDORMER ABOVEVAULT VAULT DORMER ABOVEDORMER ABOVEVAULT VAULT LOFT203205207203202205206204201201202206204VAULT VAULTVAULTVAULTVAULTOPEN TO BELOW36" HIGHGUARDRAILSPIRALSTAIRCASE, SEEMANUFACTURERDRAWINGSVAULT A-121A-1228'-0" CLG.8'-0" CLG.8'-0" CLG.VAULT VAULT SCALEPROJECT NO.DATEDRAWN BYCHECKED BYSEAL:3525 Bonita Beach Rd SW # 110Bonita Springs, FL 34134Phone: 239-319-0105bill@g2archinc.comwww.g2archinc.comTHE DRAWING AND DESIGNWITHIN THIS HARDCOPY ORDIGITAL FILE IS THE PROPERTYAND CREATION OF G2ARCHITECTURE INC. ANDSHALL NOT BE REPRODUCEDIN WHOLE OR IN PARTWITHOUT THE EXPRESSEDWRITTEN CONSENT OF G2ARCHITECTURE INC. © WILLIAM K. GLASS# 953366NO.DESCRIPTIONDATE8-17-23JEWGHERBERT RESIDENCE YARMOUTH CAMPGROUNDS 6 WELLFLEET AVEVUE WEST YARMOUTH, MA 0267323007 LIVING A/C1146 S.F.592 S.F.LOFT A/CBASEMENT1183 S.F.TOTAL LIVING A/C1738 S.F.AREA SUMMARYTOTAL UNDER ROOF3173 S.F.PORCH252 S.F.LOFT NOTE PLAN1/4" = 1'-0"A7 7'-0"7'-0"14'-0"18'-0"7'-0"7'-0" 14'-0"14'-0"14'-0" 7'-0"7'-0"7'-0"7'-0"14'-0"18'-0"7'-0"7'-0" 14'-0"14'-0"14'-0" 7'-0"7'-0"7'-0"7'-0"7'-0"2'-0"5'-0"2'-6"11'-6"2'-6"11'-6"2'-6"11'-6"2'-6"11'-6"16'-0"2'-0"14'-0"3'-6"6'-8" 1'-0" 6'-8"3'-10" 14'-2"13'-4"14'-6" 42'-0" 42'-0"32'-0"32'-0"7'-0"7'-0" 1'-0" 3'-0"13'-4"3'-0" SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 LOFT DIMENSION PLAN A8 1/4" = 1'-0" NOTES: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND START OF CONSTRUCTION. BASEMENT WINDOW SCHEDULE#STYLEWIDTHHEIGHTSIZESHUTTERIMPACTPROTECTIONMATERIALMANUFACTURERSERIESREMARKSPRODUCT DESIGNPRESSURE101102103104AWNINGAWNINGAWNINGAWNING2'-6"2'-6"2'-6"2'-6"2'-0"2'-0"2'-0"2'-0"WOODANDERSEN105AWNING2'-6"2'-0"106AWNING2'-6"2'-0"WOODWOODWOODWOODWOODANDERSENANDERSENANDERSENANDERSENANDERSEN100100100100100100BASEMENT DOOR SCHEDULE#STYLEWIDTHHEIGHTSIZESHUTTERIMPACTPROTECTIONMATERIALMANUFACTURERSERIESREMARKSPRODUCT DESIGNPRESSURE101SWING3'-0"6'-8"WOODFIRST FLOOR DOOR SCHEDULE#STYLEWIDTHHEIGHTSIZESHUTTERIMPACTPROTECTIONMATERIALMANUFACTURERSERIESREMARKSPRODUCT DESIGNPRESSURE101102103104105106107108109110111112113SWING-EXTSWING-DBL-EXTSWING-EXTSWINGSWINGSWINGSWINGSWINGSWINGSWINGSWINGSWINGSWING3'-0"6'-0"3'-0"2'-6"2'-8"2'-8"2'-6"2'-6"2'-8"2'-8"2'-6"2'-4"2'-6"8'-0"8'-0"8'-0"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"FIBERGLASSFIBERGLASSFIBERGLASSWOODWOODWOODWOODWOODWOODWOODWOODWOODWOODFIXED PANELFIXED PANELFIRST FLOOR WINDOW SCHEDULE#STYLEWIDTHHEIGHTSIZESHUTTERIMPACTPROTECTIONMATERIALMANUFACTURERSERIESREMARKSPRODUCT DESIGNPRESSURE101102103104105106107DBL. CASEMENT3'-0"4'-0"WOODEGRESSEGRESSDBL. CASEMENT3'-0"4'-0"DBL. CASEMENT3'-0"3'-0"DBL. CASEMENT3'-0"3'-0"DBL. CASEMENT3'-0"4'-0"DBL. CASEMENT3'-0"3'-0"DBL. CASEMENT3'-0"4'-0"WOODWOODWOODWOODWOODWOODANDERSENANDERSENANDERSENANDERSENANDERSENANDERSENANDERSEN100100100100100100100LOFT WINDOW SCHEDULE#STYLEWIDTHHEIGHTSIZESHUTTERIMPACTPROTECTIONMATERIALMANUFACTURERSERIESREMARKSPRODUCT DESIGNPRESSURE201202203204205206207AWNINGAWNINGDBL. CASEMENTAWNINGPICTUREAWNINGDBL. CASEMENT3'-0"3'-0"3'-0"3'-0"2'-0"3'-0"2'-0"2'-0"4'-0"2'-0"3'-0"2'-0"WOOD3'-0"4'-0"WOODWOODWOODWOODWOODWOODANDERSEN100ANDERSEN100ANDERSEN100ANDERSEN100ANDERSEN100ANDERSEN100ANDERSEN100EGRESSEGRESSLOFT DOOR SCHEDULE#STYLEWIDTHHEIGHTSIZESHUTTERIMPACTPROTECTIONMATERIALMANUFACTURERSERIESREMARKSPRODUCT DESIGNPRESSURE201202203204205206SWINGSWINGSWINGSWINGSWINGSWING2'-8"1'-8"2'-0"2'-8"1'-8"2'-0"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"WOODWOODWOODWOODWOODWOODSCALEPROJECT NO.DATEDRAWN BYCHECKED BYSEAL:3525 Bonita Beach Rd SW # 110Bonita Springs, FL 34134Phone: 239-319-0105bill@g2archinc.comwww.g2archinc.comTHE DRAWING AND DESIGNWITHIN THIS HARDCOPY ORDIGITAL FILE IS THE PROPERTYAND CREATION OF G2ARCHITECTURE INC. ANDSHALL NOT BE REPRODUCEDIN WHOLE OR IN PARTWITHOUT THE EXPRESSEDWRITTEN CONSENT OF G2ARCHITECTURE INC. © WILLIAM K. GLASS# 953366NO.DESCRIPTIONDATE8-17-23JEWGHERBERT RESIDENCE YARMOUTH CAMPGROUNDS 6 WELLFLEET AVEVUE WEST YARMOUTH, MA 0267323007DOOR ANDWINDOWSCHEDULESNTSA9 FIN. FL. EL. 0'-0" TRUSS BRG.7'-8"LOFT FIN. FL. EL. 8'-10"8'-10"1'-2"TRUSS BRG.11'-8"2'-10"FIN. FL. EL. 0'-0" TRUSS BRG. TRUSS BRG.10"8'-10"LOFT FIN. FL. EL. 8'-10"11'-8"2'-10"TRUSS BRG.16'-8"5'-0"12 6 12 16 12 6 12 16 12 6 ARCHITECTURAL SHINGLE ROOF FINISH 6'-8"8'-0"FIXED SHUTTER 2" AZEK TRIMBOARD FIXED SHUTTER CEDAR SHAKE FINISH 4" AZEK CORNERBOARD 4" AZEK CORNERBOARD CEDAR SHAKE FINISH ARCHITECTURAL SHINGLE ROOF FINISH AZEK BOARD & BATTEN FINISH TRUSS BRG. (EXISTING)5'-3"2'-5"6'-8"TRUSS BRG.5'-0"16'-8"EXISTING HISTORIC ELEMENT SINGLE ROOM 8'-0"FIN. FL. EL. 0'-0" TRUSS BRG. (EXISTING)5'-3"FIN. FL. EL. 0'-0" TRUSS BRG. TRUSS BRG. LOFT FIN. FL. EL. 8'-10"11'-8"TRUSS BRG.16'-8"5'-0"TRUSS BRG. LOFT FIN. FL. EL. 8'-10" TRUSS BRG.10"8'-10"11'-8"2'-10"16'-8"5'-0"21'-5 3/8"ARCHITECTURAL SHINGLE ROOF FINISH FIXED SHUTTER 12 16 12 16 12 6 12 6 12 16 12 16 4" AZEK CORNERBOARD CEDAR SHAKE FINISH 2" AZEK TRIMBOARD 6'-8"6'-8"6'-8"AZEK BOARD & BATTEN FINISH FIXED SHUTTER 4" AZEK CORNERBOARD ARCHITECTURAL SHINGLE ROOF FINISH FIXED SHUTTER 4" AZEK CORNERBOARD FIXED SHUTTER 4" AZEK CORNERBOARD CEDAR SHAKE FINISH AZEK BOARD & BATTEN FINISH TRUSS BRG. TRUSS BRG. (EXISTING)5'-3"2'-9"10"8'-10"2'-10"6'-8"EXISTING HISTORIC ELEMENT SINGLE ROOM 8'-0"2'-9"SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 ELEVATIONS RIGHT SIDE ELEVATION FRONT ELEVATION A10 1/4" = 1'-0" FIN. FL. EL. 0'-0" TRUSS BRG.7'-8"LOFT FIN. FL. EL. 8'-10"8'-10"1'-2"TRUSS BRG.11'-8"2'-10"FIN. FL. EL. 0'-0" TRUSS BRG. TRUSS BRG.10"8'-10"LOFT FIN. FL. EL. 8'-10"11'-8"2'-10"TRUSS BRG.16'-8"5'-0"12 6 12 6 12 16 12 6 12 16 4" AZEK CORNERBOARD CEDAR SHAKE FINISH ARCHITECTURAL SHINGLE ROOF FINISH FIXED SHUTTER 2" AZEK TRIMBOARD ARCHITECTURAL SHINGLE ROOF FINISH AZEK BOARD & BATTEN FINISH TRUSS BRG (EXISTING).5'-3"2'-5"6'-8"6'-8"TRUSS BRG.16'-8"5'-0"EXISTING HISTORIC ELEMENT SINGLE ROOM8'-0"FIN. FL. EL. 0'-0" TRUSS BRG. TRUSS BRG.10"8'-10"LOFT FIN. FL. EL. 8'-10"11'-8"2'-10"TRUSS BRG.16'-8"5'-0"FIN. FL. EL. 0'-0" TRUSS BRG.8'-0"TRUSS BRG.10"8'-10"LOFT FIN. FL. EL. 8'-10"11'-8"2'-10"TRUSS BRG.16'-8"5'-0"12 6 12 6 12 16 12 16 FIXED SHUTTER 4" AZEK CORNERBOARD CEDAR SHAKE FINISH 6'-8"6'-8"6'-8"FIXED SHUTTER 4" AZEK CORNERBOARD CEDAR SHAKE FINISH ARCHITECTURAL SHINGLE ROOF FINISH FIXED SHUTTER 4" AZEK CORNERBOARD ARCHITECTURAL SHINGLE ROOF FINISH FIXED SHUTTER 4" AZEK CORNERBOARD 2" AZEK TRIMBOARD FIXED SHUTTER 2" AZEK TRIMBOARDAZEK BOARD & BATTEN FINISH6'-8"6'-8"6'-8"8'-0"SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 ELEVATIONS A11LEFT SIDE ELEVATION REAR ELEVATION 1/4" = 1'-0" FIN. FL. EL. 0'-0"8'-10"LOFT FIN. FL. EL. 8'-10" FIN. FL. EL. 0'-0" TRUSS BRG. TRUSS BRG.10"LOFT FIN. FL. EL. 8'-10"11'-8"FIN. FL. EL. -9'-10" FIN. FL. EL. -9'-10"9'-10"9'-10"TRUSS BRG. (EXISTING)5'-3"3'-7"8'-0"8'-0"10"8'-0"8'-0"8'-10"2'-10"1'-10"FIN. FL. EL. 0'-0" TRUSS BRG.8'-0"TRUSS BRG.10"8'-10"LOFT FIN. FL. EL. 8'-10"11'-8"2'-10"FIN. FL. EL. -9'-10"9'-10"FIN. FL. EL. 0'-0" TRUSS BRG.8'-0"TRUSS BRG.8"8'-8"LOFT FIN. FL. EL. 8'-8"11'-8"3'-0"FIN. FL. EL. -9'-10"9'-10"TRUSS BRG. (EXISTING)5'-3"2'-9"8'-0"8'-0"10"8'-0"10"1'-0"SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 BUILDING SECTIONS BUILDING SECTION A12 BUILDING SECTION SCALE: 1/4" = 1'-0" 1 2 1/4" = 1'-0" 1'-0" 1'-0"CRAFT ANDSEWING ROOMOFFICE/STUDYLOFT8'-0" CLG.8'-0" CLG.8'-0" CLG.16:12 16:12 16:12 16:12 16:1216:1216:1216:126:126:126:126:126:126:12 6:12 16:1216:1216:1216:121'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"3'-6"7'-0"3'-6"3'-6"7'-0"3'-6"4'-4 1/2" 4'-4 1/2"3'-6"7'-0"3'-6"4'-4 1/2"3'-6"7'-0"3'-6"4'-4 1/2"1'-0" 16:12 EXISTING 16:12 EXISTING 1'-0"HEIGHTSLEGEND8'-0" FROM 1ST LIV. FIN. FL.16'-8" FROM 1ST LIV. FIN. FL.RAKED BEAM11'-8" FROM 1ST LIV. FIN. FL.EXISTING7'-8" FROM 1ST LIV. FIN. FL.SCALEPROJECT NO.DATEDRAWN BYCHECKED BYSEAL:3525 Bonita Beach Rd SW # 110Bonita Springs, FL 34134Phone: 239-319-0105bill@g2archinc.comwww.g2archinc.comTHE DRAWING AND DESIGNWITHIN THIS HARDCOPY ORDIGITAL FILE IS THE PROPERTYAND CREATION OF G2ARCHITECTURE INC. ANDSHALL NOT BE REPRODUCEDIN WHOLE OR IN PARTWITHOUT THE EXPRESSEDWRITTEN CONSENT OF G2ARCHITECTURE INC. © WILLIAM K. GLASS# 953366NO.DESCRIPTIONDATE8-17-23JEWGHERBERT RESIDENCE YARMOUTH CAMPGROUNDS 6 WELLFLEET AVEVUE WEST YARMOUTH, MA 0267323007ROOF PLAN1/4" = 1'-0"A13NOTES:CONTRACTOR TO FIELD VERIFYALL DIMENSIONS PRIOR TOORDERING MATERIALS ANDSTART OF CONSTRUCTION. A/H GAS WALL HEATER3 LIGHTING AND ELECTRICAL TBD VERIFY ALL POWER TO MECH. EQUIP. PER MANUFACTURER RECOMMENDATIONS SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 BASEMENT ELECTRICAL PLAN E1 ELECTRICAL NOTES: 1.ALL ELECTRICAL DEVICES AND FIXTURES IN ALL LIVING QUARTERS TO BE PROTECTED W/ AFI BREAKER. 2.CONTRACTOR TO VERIFY W/ OWNERS AND PER CODE THE HEIGHTS OF FIXTURES. 3.CONTRACTOR TO PROVIDE ADEQUATE SUPPORT FOR ALL FIXTURES. 4.SMOKE DETECTORS INSTALLED IN EACH SLEEPING ROOM AND IN HALL OR AREA IMMEDIATELY OUTSIDE EACH ROOM. 5.SMOKE DETECTORS/CARBON MONOXIDE PROTECTION POWERED BY HOUSE ELECTRIC W/ BATTERY BACKUP. 6.ALL ROOMS WITH BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS SHALL BE PROTECTED BY AND ARC-FAULT CIRCUIT INTERRUPTER. 7.CONTRACTOR TO DETERMINE ADDITIONAL RECEPTACLE PER CODE. 8.PROVIDE THE NECESSARY POWER FOR A/C SYSTEM, VERIFY W/ OWNER. REQUIRED AFCI PROTECTION ·FOR ALL BRANCH CIRCUITS W/ OUTLETS IN BEDROOMS (MUST BE "COMBINATION TYPE" UL LISTED) REQUIRED GFI PROTECTION ·ALL RECEPTACLES SERVING KITCHEN COUNTERS ·ALL EXT RECEPTACLES ·ALL BATHROOM RECEPTACLES ·RECEPTACLES LESS THAN OR EQUAL TO 6' OF LAUNDRY SINK ·ALL GARAGE RECEPTACLES J JUNCTION BOX R EF LEGEND CEILING FAN SPOT LIGHTS EXHAUST FAN A/C DISCONNECT DOOR CHIME 110 OUTLET 220 OUTLET 110 GFI 3-WAY SWITCH TYP. SWITCH PHONE CABLE T.V. PUSH BUTTON TRACK LIGHT ROPE LIGHTING ELECTRICAL DIMMER SWITCH 4-WAY SWITCH GFIDM HALF HOT DUPLEX 110 OUTLET WPGFI110 GFI WP OUTLET CARBON MONOXIDE DETECTOR DUAL MEDIA OUTLET (DATA; PH; TV; ELEC.) UNDER COUNTER 110 OUTLET SINGLE 110 OUTLET EXHAUST FAN W/ LIGHT WALL MOUNT LIGHTING WALL SCONCE LIGHTING HANGING LIGHT FIXTURE CEILING MOUNTED LIGHT RECESS LIGHTING EYE BALL RECESSED UNDERCOUNTER LIGHT FLUORESCENT LIGHT FIXTURE CEILING FAN W/ LIGHT S.D. SMOKE DETECTOR C.O.43D1/4" = 1'-0" WP GFI RANGEREFD.W. STACK W & D A/C EF EF EF GFIGFI VERIFY HEIGHT AND LOCATION W/ OWNER VERIFY HEIGHT AND LOCATION W/ OWNER VERIFY HEIGHT AND LOCATION W/ OWNER 33 3 3S.D.S.D. S.D. C.O.S.D.GFIGFIGFI GFI GARBAGE DISPOSAL OUTLET GFI WPGFIWP GFI V.P.V.P. VERIFY ALL POWER TO MECH. EQUIP. PER MANUFACTURER RECOMMENDATIONS WP GFI 3TO LIGHT BELOW TO FAN ABOVE TO LIGHT ABOVE SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 FIRST FLOOR ELECTRICAL PLAN E2 ELECTRICAL NOTES: 1.ALL ELECTRICAL DEVICES AND FIXTURES IN ALL LIVING QUARTERS TO BE PROTECTED W/ AFI BREAKER. 2.CONTRACTOR TO VERIFY W/ OWNERS AND PER CODE THE HEIGHTS OF FIXTURES. 3.CONTRACTOR TO PROVIDE ADEQUATE SUPPORT FOR ALL FIXTURES. 4.SMOKE DETECTORS INSTALLED IN EACH SLEEPING ROOM AND IN HALL OR AREA IMMEDIATELY OUTSIDE EACH ROOM. 5.SMOKE DETECTORS/CARBON MONOXIDE PROTECTION POWERED BY HOUSE ELECTRIC W/ BATTERY BACKUP. 6.ALL ROOMS WITH BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS SHALL BE PROTECTED BY AND ARC-FAULT CIRCUIT INTERRUPTER. 7.CONTRACTOR TO DETERMINE ADDITIONAL RECEPTACLE PER CODE. 8.PROVIDE THE NECESSARY POWER FOR A/C SYSTEM, VERIFY W/ OWNER. REQUIRED AFCI PROTECTION ·FOR ALL BRANCH CIRCUITS W/ OUTLETS IN BEDROOMS (MUST BE "COMBINATION TYPE" UL LISTED) REQUIRED GFI PROTECTION ·ALL RECEPTACLES SERVING KITCHEN COUNTERS ·ALL EXT RECEPTACLES ·ALL BATHROOM RECEPTACLES ·RECEPTACLES LESS THAN OR EQUAL TO 6' OF LAUNDRY SINK ·ALL GARAGE RECEPTACLES J JUNCTION BOX R EF LEGEND CEILING FAN SPOT LIGHTS EXHAUST FAN A/C DISCONNECT DOOR CHIME 110 OUTLET 220 OUTLET 110 GFI 3-WAY SWITCH TYP. SWITCH PHONE CABLE T.V. PUSH BUTTON TRACK LIGHT ROPE LIGHTING ELECTRICAL DIMMER SWITCH 4-WAY SWITCH GFIDM HALF HOT DUPLEX 110 OUTLET WPGFI110 GFI WP OUTLET CARBON MONOXIDE DETECTOR DUAL MEDIA OUTLET (DATA; PH; TV; ELEC.) UNDER COUNTER 110 OUTLET SINGLE 110 OUTLET EXHAUST FAN W/ LIGHT WALL MOUNT LIGHTING WALL SCONCE LIGHTING HANGING LIGHT FIXTURE CEILING MOUNTED LIGHT RECESS LIGHTING EYE BALL RECESSED UNDERCOUNTER LIGHT FLUORESCENT LIGHT FIXTURE CEILING FAN W/ LIGHT S.D. SMOKE DETECTOR C.O.43D1/4" = 1'-0" S.D.S.D. S.D.C.O. TO SWITCH BELOW TO SWITCH BELOW SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 LOFT ELECTRICAL PLAN E3 ELECTRICAL NOTES: 1.ALL ELECTRICAL DEVICES AND FIXTURES IN ALL LIVING QUARTERS TO BE PROTECTED W/ AFI BREAKER. 2.CONTRACTOR TO VERIFY W/ OWNERS AND PER CODE THE HEIGHTS OF FIXTURES. 3.CONTRACTOR TO PROVIDE ADEQUATE SUPPORT FOR ALL FIXTURES. 4.SMOKE DETECTORS INSTALLED IN EACH SLEEPING ROOM AND IN HALL OR AREA IMMEDIATELY OUTSIDE EACH ROOM. 5.SMOKE DETECTORS/CARBON MONOXIDE PROTECTION POWERED BY HOUSE ELECTRIC W/ BATTERY BACKUP. 6.ALL ROOMS WITH BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS SHALL BE PROTECTED BY AND ARC-FAULT CIRCUIT INTERRUPTER. 7.CONTRACTOR TO DETERMINE ADDITIONAL RECEPTACLE PER CODE. 8.PROVIDE THE NECESSARY POWER FOR A/C SYSTEM, VERIFY W/ OWNER. REQUIRED AFCI PROTECTION ·FOR ALL BRANCH CIRCUITS W/ OUTLETS IN BEDROOMS (MUST BE "COMBINATION TYPE" UL LISTED) REQUIRED GFI PROTECTION ·ALL RECEPTACLES SERVING KITCHEN COUNTERS ·ALL EXT RECEPTACLES ·ALL BATHROOM RECEPTACLES ·RECEPTACLES LESS THAN OR EQUAL TO 6' OF LAUNDRY SINK ·ALL GARAGE RECEPTACLES J JUNCTION BOX R EF LEGEND CEILING FAN SPOT LIGHTS EXHAUST FAN A/C DISCONNECT DOOR CHIME 110 OUTLET 220 OUTLET 110 GFI 3-WAY SWITCH TYP. SWITCH PHONE CABLE T.V. PUSH BUTTON TRACK LIGHT ROPE LIGHTING ELECTRICAL DIMMER SWITCH 4-WAY SWITCH GFIDM HALF HOT DUPLEX 110 OUTLET WPGFI110 GFI WP OUTLET CARBON MONOXIDE DETECTOR DUAL MEDIA OUTLET (DATA; PH; TV; ELEC.) UNDER COUNTER 110 OUTLET SINGLE 110 OUTLET EXHAUST FAN W/ LIGHT WALL MOUNT LIGHTING WALL SCONCE LIGHTING HANGING LIGHT FIXTURE CEILING MOUNTED LIGHT RECESS LIGHTING EYE BALL RECESSED UNDERCOUNTER LIGHT FLUORESCENT LIGHT FIXTURE CEILING FAN W/ LIGHT S.D. SMOKE DETECTOR C.O.43D1/4" = 1'-0" 9'-0"2'-6"2'-6"14'-0"18'-0"52'-0"5'-4"5'-4"16'-0"10'-0"16'-0"14'-0"6'-7"6'-0"52'-0"2'-0"5'-4"2'-0"5'-4" 52'-8" 4'-2"10'-0"14'-0" 52'-8"6'-0"S-4 2 S-4 2 S-4 2 S-4 2 4" CONC. SLAB W/ 6"x6" #10/10 W.W.M. OR FIBERMESH W/ CONTROL JOINTS @ 10'-0" O.C. EACH WAY ON WELL OVER 10 MIL VAPOR BARRIER ON COMPACTED FILL (IN ACCORDANCE W/ IBC, WHICH SAYS SOILS COMPACTED TO MINIMUM OF 95% OF MODIFIED PROCTOR IN ACCORDANCE W/ ASTM D 1557) TREATED FOR TERMITES BEFORE POURING, BUT AFTER PLUMBING ROUGH USING LIQUID PRETREAT CONT74. 2500 LBS CONCRETE - CONTROL JOINTS SHALL BE 2" DEEP (MIN) AND LOCATED UNDER WALLS WHERE POSSIBLE W/ SLAB PANELS NOT TO EXCEED 12'x12'. MUST BE CUT WITHIN 24 HOURS OF THE SLAB BEING POURED. STAIRS, FIELD VERIFY RISER HEIGHTS 11" TREADS 5'-8"4'-2"11'-5"-9'-10" ELEV.9'-0"2'-6"2'-6"SPIRAL STAIRCASE, 6" REINFORCED CONC. PAD FOR STAIR LOAD NOTES FOR MASON AND PLUMBING CONTRACTOR 1.MASON CONTRACTOR SHALL VERIFY ALL MASONRY OPENINGS W/ CONTRACTOR AND WINDOW AND DOOR CUT SHEETS PRIOR TO THE START OF ANY WORK. 2.MASON CONTRACTOR SHALL VERIFY W/ CONTRACTOR THAT NO ADDITIONAL UNDER SLAB ELECTRICAL ACCESSORIES ARE REQUIRED TO BE INSTALLED PRIOR TO POURING OF FLOOR. 3.PLUMBING CONTRACTOR SHALL VERIFY WITH CONTRACTOR AND OWNER PLACEMENT OF HOSE BIB LOCATIONS 4.PLUMBING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOT SCALE DRAWINGS FOR LOCATIONS OF FIXTURES PRIOR TO START OF WORK. 5.FAILURE TO COMPLY WITH PRE-CONSTRUCTION NOTES WILL MAKE SUB-CONTRACTOR RESPONSIBLE FOR ANY FIELD CORRECTIONS NEEDED TO COMPLY W/ PLANS. NOTES: 1.VERIFY SIZE AND ROUGH OPENING OF WINDOWS AND DOORS SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 1/4" = 1'-0" S1 FOUNDATION PLAN NOTES: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND START OF CONSTRUCTION. RANGETUBW.C.LAVREFTUB W.C.LAVDBL. SINK W/ DISP.W.C.D.W. STACK W & DLAV -0'-6" ELEV. A/C OPENING FOR STAIR 4'-3"2'-9"7'-0"1'-10"2'-10"1'-6"1'-10"5'-5"6'-10"4'-6"5'-0"4'-6"13'-4"5'-0"27'-6"R2'- 6 "1'-10"2'-8"2'-8"1'-10"1'-10"2'-8"2'-8"1'-10"9'-0"2'-6"18'-0"6'-0"2'-6"12'-8" (EXISTING1'-4"2'-0"14'-0"5'-4"2'-0"14'-0"10'-0"5'-4" 10'-4" (EXISTING)1'-10"14'-0"5'-4"1'-4"1'-10"14'-0"5'-4" 52'-8"52'-0"5'-0"9'-0"2'-6"18'-0"6'-0"2'-6"12'-8" (EXISTING)52'-0"5'-0"52'-8"4'-0"1'-0"1'-0"4'-0"0'-0" ELEV. 2x10 JOISTS @ 16" O.C. W/ LUS210 HANGERS, BLOCKING @ 1/3 AND 2/3 OF THE SPAN (3) 2x10 LVL W/ U210-3 HANGERS (3) 2x10 LVL W/ U210-3 HANGERS 2x10 JOISTS @ 16" O.C. W/ LUS210 HANGERS, BLOCKING @ 1/3 AND 2/3 OF THE SPAN 2x10 JOISTS @ 16" O.C. W/ LUS210 HANGERS, BLOCKING @ 1/3 AND 2/3 OF THE SPAN 2x10 JOISTS @ 16" O.C. W/ LUS210 HANGERS, BLOCKING @ 1/3 AND 2/3 OF THE SPAN 2x10 JOISTS @ 16" O.C. W/ LUS210 HANGERS, BLOCKING @ 1/3 AND 2/3 OF THE SPAN 2x10 JOISTS @ 16" O.C. W/ LUS210 HANGERS, BLOCKING @ 1/3 AND 2/3 OF THE SPAN 2x10 JOISTS @ 16" O.C. W/ LUS210 HANGERS, BLOCKING @ 1/3 AND 2/3 OF THE SPAN 2x10 JOISTS @ 16" O.C. W/ LUS210 HANGERS, BLOCKING @ 1/3 AND 2/3 OF THE SPAN NOTE: 0'-0" ELEV. IS EQUAL TO FINISH FLOOR ELEVATION SEE SEPTIC AND DRAINAGE PLAN FOR FINAL ELEVATION HEIGHT -0'-6" ELEV. (2) 6" RISERS, FIELD VERIFY 6" RISER 6" RISER 1" SLOPE 1" SLOPE2'-5"12'-8"2'-11"A/C PAD S-4 3 S-4 3 S-4 3 SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 1/4" = 1'-0" S2 FIRST FLOOR FRAMING PLAN NOTES: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND START OF CONSTRUCTION. OPEN TO BELOW 1'-4"14'-0"18'-0"14'-0"14'-0"14'-0"1'-4"14'-0"18'-0"14'-0"14'-0"14'-0" 42'-0" 42'-0"33'-4"33'-4"2'-2"9'-8"2'-2"16'-0"2'-0"14'-0"18'-0"1'-4"5'-0"2'-0"7'-0" 8'-8" ELEV. 2x10 JOISTS @ 16" O.C. W/ LUS210 HANGERS, BLOCKING @ 1/3 AND 2/3 OF THE SPAN 2x10 JOISTS @ 16" O.C. W/ LUS210 HANGERS, BLOCKING @ 1/3 AND 2/3 OF THE SPAN 2x10 JOISTS @ 16" O.C. W/ LUS210 HANGERS, BLOCKING @ 1/3 AND 2/3 OF THE SPAN (3) 2x10 LVL W/ U210-3 HANGERS (3) 2x10 LVL W/ U210-3 HANGERS SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 LOFT FRAMING PLAN 1/4" = 1'-0" S3 NOTES: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND START OF CONSTRUCTION. 1x4 PT 1/2" PURPLE DRYWALL 4" CONC. SLAB #4 @ 18" O.C. 16" GRAVEL FILL #4 @ 18" O.C. (BOTH DIR.) SEALANT BENTONITE KEY JOINT (3) #5 (CONT.) 12"x24" CONC. FOOTER 16" GRAVEL FILL 10 MIL VAPOR BARRIER 3" RIGID INS. (GLUED) RUBBERIZED WATERPROOFING MEMBRANE 3" RIGID INS. (GLUED) 3" RIGID INS. (GLUED) 1/2" PURPLE DRYWALL 1/2" FOIL POLY ISO 3/4" PLY T&G (GLUED & SCREWED) 2x10 @ 16" O.C. LUS210 SIMPSON HANGER ANCHOR BOLTS @ 24" O.C. #5 CONT. VERT @ 18" O.C. 6" CONC. BASEMENT WALL 3500# 1/2" PURPLE DRYWALL 1x4 PT ·3" RIGID INS. (GLUED) ·WATERPROOFING & MEMBRANE ·BLOCKING (CAULKED)BLUE FOAM GASKETS 2x8 PT PLATE ·3/4" CEDAR SKIRT BOARD (PTD) ·CAULKED ·INSULATE FLR R-30 ·9 3/4" MICROLAM ·R-20 UNFACED BATTS ·T&G SHEATHING ·PAINT - 2 COATS W/ HYTECH ADDITIVE 5/8" ZIPBOARD & TAPE 1/2" DRYWALL 2x6 FRAMING R-30 FOAM INS. (2) 2x6 HEADER W/ 316SS SIMPSON 36" STRAP BIRDS MOUTH CEDAR SHAKES FINISH CUT RAFTER TAILS SEALANT 2x8 RIDGE ASPHALT SHINGLES 3M ICE & WATER SHIELD 5/8" ROOF SHEATHING R-30 OPEN CELL FOAM INSULATION 316SS - 36" SIMPSON STRAP OVER EACH RAFTER 2x6 RAFTER EXISTING 2x4 COLLARS (BOLTED ON BOTH SIDES) 3/8" - 3x3 ANGLE DRILLED HOLES @ 6" O.C. (BOTH FLANGES) CARRIAGE BOLT THRU DECK BOLTED SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 STRUCTURAL DETAILS S4 CONC. FOOTING DETAIL SCALE: NTS2 ROOF FRAMING DETAIL SCALE: NTS1 EXISTING RAFTER DETAIL SCALE: NTS4 1ST FLOOR FRAMING DETAIL SCALE: NTS3 NTS Cover w/ clear plastic dome SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 STRUCTURAL DETAILS NTS S5 BASEMENT DOOR DETAIL1SCALE: NTS WINDOW WELL DETAIL2SCALE: NTS GENERAL & STRUCTURAL NOTES Miscellaneous Notes: 1.The contractor shall verify all conditions and dimensions at the job site prior to commencing work. The contractor shall report all discrepancies between the drawings and existing conditions to the designer prior to commencing work. 2.The contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions and pitches as may be required to attach and accommodate other work. 3.All details and sections shown on the drawings are intended to be typical and shall be constructed to apply to any similar situation elsewhere in the work except where a different detail is shown. 4.Subsurface soil condition information is not available. Foundations are designed for a soil bearing capacity of 2,000 PSF. The contractor shall report any differing conditions to the designer prior to commencing work. 5.Structural drawings shall be used in conjunction with Job Specification and Architectural, Mechanical, Electrical, Plumbing, and Site Drawings. Consult these Drawings for sleeves, depressions, and other details not shown on Structural Drawings. 6.All bolts, nuts, washers, straps, and fasteners including nails, shall be Hot-dip Galvanized or Stainless Steel. Continuous anchorage shall be provided between all trusses, wall sections, beams, posts, and footings with the use of straps and connectors as specified herein, except for interior framing. 7.All specified fasteners may be substituted with equivalent fasteners. The installation of the fasteners shall be in accordance with the manufacturer's specifications. 8.Wind bracing (1st and 2nd floors) with 18 gauge X 1-1/4" galvanized straps 10'-0" long placed diagonally, all bearing walls at corners or with 4'-0" X 10'-0" or 8'-0" X 5/8" exterior grade plywood siding. 9.The structure is designed to be self-supporting and stable after the building is complete. It is the contractor's sole responsibility to determine erection procedures and sequence to ensure safety of the building and its components during erection. This includes the addition of necessary shoring, sheeting, temporary bracing, guys or tie downs. Concrete Notes: 1.Concrete shall have (3/4" Maximum Diameter Aggregate) a minimum compressive strength of 3,000 PSI at 28 days, unless noted otherwise. Placement shall be in accordance with ACI 2.All concrete slabs on grade shall be the thickness indicated on the drawings, over minimum 6 Mil Polyethylene Vapor Barrier. Such slabs shall be reinforced with 6 X 6-W1.4 X W1.4 Welded Wire Fabric lapped 8" at edges and ends. 3.Fill under concrete slabs shall be clean sand or rock and free of debris and other deleterious material. Fill shall be compacted to a density of at least 95% of Standard Proctor Maximum Dry Density (ASTM D1557). 4.Footings shall bear upon undisturbed treated soil or upon soil compacted to at least 95% of Standard Proctor Maximum Dry Density (ASTM D1557) for a depth of at least three (3) feet below the bottom of the footing. 5.Reinforcing steel shall be ASTM A-615 Grade 60 Deformed Steel. All continuous vertical and horizontal reinforcing steel in footings, beams, and columns shall be lap spliced a minimum of 30 Bar Diameter or 12", whichever is greater. 6.All 90 degree hooks with side cover (perpendicular to plane of hook) not less than 2.5 inches, and cover on bar extension beyond hook (also called end cover) not less than 2 inches: shall be embedded in support member a minimum of 15.5 Bar Diameters: and the hook shall be extended at least 12 Bar Diameters at the free end of the bar within the support member. *All 90 degree hooks with side cover (perpendicular to plane of hook) less than 2.5 inches, and cover on bar extension beyond hook (also called end cover) less than 2 inches: shall be embedded in support member a minimum of 22 Bar Diameters: and the hook shall be extended at least 12 Bar Diameters at the free end of the bar within the support member. 7.Concrete cover and spacing of reinforcing steel shall be as follows: A.Footings: 3" Bottoms and Sides, 2" Top B.Beams: 1-1/2" Bottom, Sides and Top C.Columns: 1-1/2" D.Slabs on Grade: 2" Bottom, 1" Top E.Rebar C. to C.: 1 Bar Diameter or 1", whichever is greater (Center to Center spacing of rebar within concrete.) F.Others: Per ACI 8.Welded wire fabric shall conform to ASTM A-185, free from oil, scale, and rust and placed in accordance with the typical place details of ACI Standards and Specifications. Minimum lap shall be one space plus two (2) inches. Concrete Mono Footer Notes: 1.These notes and specifications apply to all concrete mono footers unless noted otherwise. 2.See Concrete Notes for the concrete, and steel strengths and specifications. 3.All reinforcement shall have a minimum of 3" cover on all sides. 4.All horizontal reinforcement shall be continuous. 5.All horizontal reinforcement bars shall be evenly spaced horizontally within the footer minus the 3" cover on each side. 6.All horizontal reinforcement bars shall have a minimum horizontal spacing within the footer of (1) horizontal bar diameter or 1" whichever is greater. 7.All horizontal reinforcement bars shall be located at the depth specified in plan 8.All vertical reinforcement that terminates within the footer shall have (1) 90-degree hook of equal bar size as the vertical from above for each vertical reinforcing bar. 9.All 90-degree hooks shall either be bent into the end of the vertical steel or lap spliced to the vertical steel. 10.All lap splices shall be a minimum of 30 (18.75" for # 5 bar) bar diameters in concrete and 48 (30" for # 5 bar) bar diameters in masonry or 12" whichever is greater. 11.All 90 degree hooks shall have a minimum of a 12 bar diameters (8" for # 5 bar) extension. 12.All hook extensions shall be located in the horizontal plane at 3" plus 1/2" bar diameter from the center of the extension to the bottom edge of the concrete footer to the centerline of the reinforcement. 13.All hook extensions shall be run parallel to the horizontal steel in the footer. 14.When specified by footing detail, slabs under vertical reinforced masonry walls shall have a #4 bar with a 90 degree hook, extending 30" into slab @ a depth of 2" below slab surface & extending 6" vertically down the mono footer @ 3" clear distance from exterior edge of mono footer or @ the center line of an interior footing. Provide these hooks @ every reinforced vertical cell extending up to the tie beam (except where noted otherwise) and within wall opening @ 48" o.c. from vertical at each end of wall opening. 15.When specified by footing detail slabs under bearing frame walls shall have a #4 bar with a 90 degree hook extending 30" into slab @ a depth of 2" below slab surface, extending 6" vertically down the mono footer @ 3" clear distance from exterior edge of mono footer or @ the center line of an interior footing. Provide these hooks @ 48" o.c under frame, @ every post location, and within wall opening @ 48" o.c. from post hook at each end of wall opening. Concrete Beam Notes: 1.These notes and specifications apply to all concrete beams unless noted otherwise with no stirrups. 2.The typical Tie-Beam is an 8" x 16" concrete beam, with (2) #5 bars top and bottom, 3.See the Concrete Notes for the concrete and steel strengths and specifications 4.Stirrups maybe used to secure top steel during concrete pouring in beam with no stirrups 5.Maintain 1-1/2" cover on all steel within the beam. 6.Horizontal steel shall be placed so that it is as close to the exterior surfaces of the beam without violating the cover requirements. 7.Horizontal steel over masonry walls shall be spliced in a vertical plane 8.Horizontal steel over openings shall be spliced in a horizontal plane within 1/3 of the beams span from the supports. 9.All horizontal steel shall be continuous and shall be lap spliced a minimum of 30 bar diameters (18.75" for # 5 bar) or 12" whichever is greater 10.See the Plan View of Tie-Beam Reinforcement for Corners and Intersections detail for the steel placement and splicing at these locations. Concrete Pad Notes: 1.These notes and specifications apply to all concrete pads unless noted otherwise: 2.See the Concrete Notes for the concrete and steel strengths and specifications. 3.All reinforcement shall have a minimum of 3" cover on all sides. 4.All horizontal reinforcement shall have a length of the pad length, in the same direction as the reinforcement, minus 2 times the 3" minimum cover. 5.All horizontal reinforcement bars shall be evenly spaced within the pad minus the 3" cover on each side. 6.All horizontal reinforcement bars shall be located at the depth specified in plan. 7.All vertical bars that terminate within the pad perimeter shall have (1) 90-degree hook of equal bar size as the vertical from above for each vertical reinforcing bar. 8.All 90-degree hooks shall either be bent into the end of the vertical steel or lap spliced to the vertical steel. 9.All lap splices shall be a minimum of 30 (18.75" for # 5 bar) bar diameters in concrete and 48 (30" for # 5 bar) bar diameters in masonry or 12" whichever is greater. 10.All 90 degree hooks shall have a minimum of a 12 bar diameters (8" for # 5 bar) extension. 11.All hook extensions shall be located in the horizontal plane at 3" plus 1/2" bar diameter from the center of the extension to the bottom edge of the concrete pad to the centerline of the reinforcement. 12.All hook extensions shall be run in the horizontal plane away from the center of the pad when the center of the vertical of the hook extension is within 5" from the center of the pad. 13.All hook extensions shall be run in the horizontal plane toward the center of the pad when the center of the vertical of the hook extension is not within 5" from the center of the pad. Concrete Stem Wall Footer And Masonry Stem Wall Notes: 1.These notes and specifications apply to all stem walls unless noted otherwise: 2.See the Concrete and Masonry Notes for the masonry, grout, concrete, and steel strengths and specifications. 3.All reinforcement shall have a minimum of 3" cover on all sides. 4.All horizontal reinforcement shall be continuous. 5.All horizontal reinforcement bars shall be evenly spaced horizontally within the footer minus the 3" cover on each side. 6.All horizontal reinforcement bars shall have a minimum horizontal spacing within the footer of (1) horizontal bar diameter or 1" whichever is greater. 7.All horizontal reinforcement bars shall be located at the depth specified in plan. 8.All vertical reinforcement that terminates within the footer shall have (1) 90-degree hook of equal bar size as the vertical from above for each vertical reinforcing bar. 9.All 90-degree hooks shall either be bent into the end of the vertical steel or lap spliced to the vertical steel. 10.All lap splices shall be a minimum of 30 (18.75" for # 5 bar) bar diameters in concrete and 48 (30" for # 5 bar) bar diameters in masonry or 12" whichever is greater. 11.All 90 degree hooks shall have a minimum of a 12 bar diameters (8" for # 5 bar) extension. 12.All hook extensions shall be located in the horizontal plane at 3" plus 1/2" bar diameter from the center of the extension to the bottom edge of the concrete footer to the centerline of the reinforcement. 13.All hook extensions shall be run parallel to the horizontal steel in the footer. 14.All stem walls shall have a #5 bar vertical in a grout filled cell @ 48" o.c., @ both sides of every opening, @ every corner, and @ every reinforced vertical cell extending up to the tie beam. 15.All stem walls shall have horizontal masonry joint reinforcement provided above the footer at 16" o.c., starting and ending 8" above the footer and below the finished floor. Use Truss-type with 6" lap at all splices. 16.When specified by footing detail, slabs under vertical reinforced masonry walls shall have a #4 bar with a 90 degree hook, extending 30" into slab @ a depth of 2" below slab surface & extending 6" vertically down the stem wall @ 3" clear distance from exterior edge of stemwall or @ the center line of an interior stem wall. Provide these hooks @ every reinforced vertical cell extending up to the tie beam (except where noted otherwise) and within wall opening @ 48" o.c. from vertical at each end of wall opening. 17.When specified by footing detail slabs under bearing frame walls shall have a #4 bar with a 90 degree hook extending 30" into slab @ a depth of 2" below slab surface, extending 6" vertically down the stem wall @ 3" clear distance from exterior edge of stem wall or @ the center line of an interior stem wall. Provide these hooks @ 48" o.c under frame, @ every post location, and within wall opening @ 48" o.c. from post hook at each end of wall opening. Grout Filled Masonry Column Notes: 1.These notes and specifications apply to all Grout Filled Masonry Columns unless noted otherwise: 2.See the Masonry Notes for the masonry, grout, and steel strengths and specifications. 3.All reinforcement shall have a minimum cover of 1/2" between the interior surface of the C.M.U. cell and all sides of the reinforcement. 4.All vertical steel shall be placed so that it is as close to the interior surfaces of the C.M.U. without violating the cover requirements. 5.All vertical steel shall have a clear distance between bars not less than 1-1/2 times the vertical bar diameter, or less than 1-1/2" whichever is greater. 6.All lateral ties shall have a vertical spacing not exceeding 16 longitudinal (vertical) bar diameters, 48 lateral tie bar or wire diameters, or lest cross-sectional dimension of the column. 7.All lateral ties shall be located vertically not more than ¢ a lateral tie spacing above the top of the footing or slab in any story, and shall be located vertically not more than ¢ a lateral tie spacing below the lowest horizontal reinforcement in the beam, girder, slab, or drop panel. 8.All vertical bars shall terminate at both ends with (1) 90-degree hook of equal bar size as the vertical. 9.All 90-degree hooks shall either be bent into the end of the vertical steel or lap spliced to the vertical steel. 10.All lap splices shall be a minimum of 48 (30" for # 5 bar) bar diameters in masonry or 12" whichever is greater. 11.All 90 degree hooks shall have a minimum of a 12 bar diameters (8" for # 5 bar) extension. 12.All vertical steel shall be terminated 2" plus 1/2" bar diameter from the center of the extension to the top of the tie-beam and provide a 90-degree hook with an extension that is parallel with the horizontal steel with in the tie-beam. 13.All hooks in the tie-beams shall have a minimum of 2.5" side cover and 2" end cover. 14.All vertical steel shall be terminated 3" plus 1/2" bar diameter from the center of the extension to the bottom of the footer and provide a 90-degree hook with an extension that is parallel with the horizontal steel. 15.All hooks in the footers shall have a minimum of 2.5" side cover and 3" end cover. Wood Framing Notes: 1.All wood framing shall be fabricated and installed per ATIC and TPI and National Design Specifications for Wood Construction. 2.All structural wood members shall be Southern Yellow Pine, unless noted otherwise. 3.Unless noted otherwise, the following minimum grades shall be used: A.Structural Light Framing 2" x 4" thick x 2" x 4" wide: #2 non-dense or better. B.Studs Size 2" to 4" Thick x 2" to 6" wide; #2 dense or better. C.Structural Joist and Planks size 2" to 4" thick x 5" to 8" wide; #2 or better: 9" to 12" wide: #1 or better. D.Light Framing Size 2" to 4" thick x 3" to 4" wide; #2 non-dense or better. E.Alternate partition wall framing construction; SPF or Hem-Fir Stud, Non-bearing. 4.Structural Wood Panels (Sheathing) shall be specified by thickness, grade, APA Span Rating, and Exposure Durability Classification as shown on the drawings. Nail as specified per detail or note. 5.All wood members exposed to weather or in contact with masonry, concrete or soil shall be pressure treated. Clearance between wood siding and earth on the exterior of a building shall be not less than 6 inches except where siding, sheathing and wall framing are of approved pressure treated wood. 6.Contractor shall provide all fastening devices as shown on the drawings and as necessary and suited for each application. Fastening subject to moisture shall be Hot-Dip Galvanized to ASTM A-153-80, or Stainless Steel. 7.All metal connections and fabrications shall comply with AISC Specifications. 8.Solid block all joists and rafters at interior points of support. 9.Prefabricated structural trusses shall comply with NFPA, National Specifications for Wood Construction, TPI Design Specifications for Metal-Plated Wood Trusses and AITC 100. 10.All trusses shall be designed and certified by the Truss Manufacturer's State of Florida Registered Engineer. 11.Contractor shall correlate with Truss Manufacturer to ensure that adequate bearing is provided at end reactions of all Girder Trusses. 12.Truss Manufacturer shall submit shop drawings to the Contractor and Designer for Review and approval prior to fabrication. Contractor shall be responsible for field Verification of dimensions, materials and conditions. 13.At volume ceiling conditions, align trusses to provide a smooth and unbroken interior wall surface from floor to ceiling. 14.Brace trusses during erection and after permanent installation to comply with TPI BWT-76 15.Micro-Lams (or equal Paralams, LVL's, etc.) shall be used where specified on Engineered plans and installed in accordance with Manufacturer's recommendations. Any edges or ends exposed to the weather shall be protected by the installation of 26 Ga. Minimum, Galvanized Steel Flashing. 16.Splices in multi-board continuous beams shall be allowed for one board only per span and only at the quarter point of the span, unless shown otherwise. 17.Double top plates shall be overlapped at corners and secured with 4-10d nails. Mid-wall splices shall be 48" minimum w/ (2) rows of 10d nails at 4" O.C., staggered. Masonry Notes: 1.Concrete masonry units shall be ASTM C90-75, Hollow Load Bearing concrete masonry units, Type I, Grade N-1, normal weight, with a minimum net area compressive strength = 1900 psi. 2.Concrete masonry units shall be laid in running bond pattern with minimum of face shell bedding. 3.Mortar shall conform to ASTM C270 and be Type M or S. 4.Unless noted otherwise, the following minimum horizontal masonry joint reinforcement shall be provided (Use Truss-type with 6" lap at all splices): A.No horizontal masonry joint reinforcement shall be provided above the finished floor, if the masonry wall has a bearing height less than 10' A. F. F. B.Horizontal masonry joint reinforcement shall be provided above the finished floor at 24" o.c., starting and ending 8" above the finished floor and below the tie-beam, if the masonry wall has a bearing height equal to or greater than 10' and less than 12' A. F. F. C.Horizontal masonry joint reinforcement shall be provided above the finished floor at 16" o.c., starting and ending 8" above the finished floor and below the tie-beam, if the masonry wall has a bearing height equal to or greater than 12' and less than 16' A. F. F. D.Horizontal masonry joint reinforcement shall be provided above the finished floor at 8" o.c., starting and ending 8" above the finished floor and below the tie-beam, if the masonry wall has a bearing height equal to or greater than 16 A.F.F. 5.Masonry: Minimum compressive strength F'm=1,500 psi 6.Grout shall be Pea Rock (3/8" Maximum Diameter Aggregate) Concrete mix with F'c=3000 psi and having a slump between 8" and 11" at the time of placement. 7.Reinforcing steel shall be ASTM A-615 Grade 60 Deformed Steel. 8.Minimum lap splice shall be 48 Bar Diameter or 12" whichever is greater. Exposed Ceiling Notes: All exposed ceilings in Entry's, Porches and Lanais shall be of one of the following types: Substitution ceiling type is allowed. 1.1/2" plywood or OSB sheathing fastened directly to trusses or framing. 2.1/2" drywall fastened to min. 1x3 firing strips at 16" o.c. running perpendicular to trusses or framing. 3.1/2" drywall fastened to min. 2x4 bridge blocking at 48" o.c. running perpendicular to trusses or framing & supporting all drywall edges. SCALE PROJECT NO. DATE DRAWN BY CHECKED BY SEAL: 3525 Bonita Beach Rd SW # 110 Bonita Springs, FL 34134 Phone: 239-319-0105 bill@g2archinc.com www.g2archinc.com THE DRAWING AND DESIGN WITHIN THIS HARDCOPY OR DIGITAL FILE IS THE PROPERTY AND CREATION OF G2 ARCHITECTURE INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF G2 ARCHITECTURE INC. © WILLIAM K. GLASS # 953366 NO.DESCRIPTION DATE 8-17-23 JE WGHERBERT RESIDENCEYARMOUTH CAMPGROUNDS6 WELLFLEET AVEVUEWEST YARMOUTH, MA 0267323007 STRUCTURAL SPECS / NOTES NTS S6