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HomeMy WebLinkAboutBLD-20-789LEGEND. aa--- tAIWINU I.UNIUUR X 99. ' EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH 1 4' LIQ. LEVEL SIDE SETBACK TEST HOLE ,2% SLOPE OF GROUND C -0-D UTILITY POLE PROVIDE MIN. 20" DIAM. WATERTIGHT FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING D CE # 19-183 SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 233.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (:74) = 318 GPD TOTAL: 615 S. F. 455 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND MA APPROVED DATE BOARD OF HEALTH *35.82' 35.47' 34.83' SYSTEM PROFILEALL SHALL BE TAPE 1500 GAL H-10 TEE MIN. SEPTIC TANK :. MARK D�WITHCOMPONEMAGNETIC OR 4' LIQ. LEVEL SIDE SETBACK GAS BAFFLE ; ACME OR EQUAL (NOT TO SCALE) COMPARABLE 'MEANS FOR FUTURE LOCATION. 000 0000 PROVIDE MIN. 20" DIAM. WATERTIGHT I 34.' 10 °o°°° ooo ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE TOP FOUND. EL 39.0 Golf Course �o Grand FILTER FABRIC OVER STONE Cove z 38.1' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM .,._ PRECAST H-10 (TYP. RISERS ) 2 36.5' NOTE: 2" MIN. WALL THICKNESS REQUIRED 4"�SCH40 PVC BLOCKS OR MORTAR ALL PRECAST RISERS H-10 *35.82' 35.47' 6" MIN. SUMP PIPES LEVEL 1ST 2 4'- COMPONENTSINV'S EL. 34.0 4' 12" MIN. INT. DIM. ENDS (TYP.) SIDES °ePO O o °Oo°,°°O°°°'°°Oo°°°° °pO ' °�jO? �35.2�--o�o�®®�°0O ®°°.°o°° 34.83' 40,000 S.F. b TEE 1500 GAL H-10 TEE MIN. SEPTIC TANK :. °°0°°°°WATERT�°°°°oo0?'FR Op°O�O° 4' LIQ. LEVEL SIDE SETBACK GAS BAFFLE ; ACME OR EQUAL °O°O°O°O °a°o°000 1OOOO REAR SETBACK 000 0000 6" MIN. SUMP PIPES LEVEL 1ST 2 4'- COMPONENTSINV'S EL. 34.0 4' 12" MIN. INT. DIM. ENDS (TYP.) SIDES °ePO O o °Oo°,°°O°°°'°°Oo°°°° °pO ' °�jO? �35.2�--o�o�®®�°0O ®°°.°o°° 34.83' 40,000 S.F. MIN. ' o MIN. °°0°°°°WATERT�°°°°oo0?'FR Op°O�O° MIN. SIDE SETBACK LEo°o^0o°°° °O°O°O°O °a°o°000 1OOOO REAR SETBACK 000 0000 BUILDING COVERAGE 25% (13.7% PROPOSED) I 34.' 10 °o°°° ooo A6< O°°o °O°oO°O°°°34.27 °° 32.0' a000000000000000000000000000000000000000;0o00 o°,o°,00ro"o,�o�o�000000000�o�o°o„o o�0000000. 3�4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' COMPACTION. (15.221 [2]) (--L% % SLOPE) FOUNDATION- 11.5' - SEPTIC TANK (-L% % SLOPE) - 19' - D' BOX (-!-% SLOPE) - 12' - LEACHING FACILITY 27.0' BOTTOM TH-2 NO GROUNDWATER FOUND NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS STING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-jQ 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND . PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. ZONING SUMMARY ZONING DISTRICT: R-40. RESIDENTIAL DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% (13.7% PROPOSED) OWNER OF RECORD NICHOLAS J. VETRANO AND ANGELA VETRANO 811 CORTLAND AVENUE MAMRONECK, NY 10543 REFERENCES DEED BOOK 6499 PAGE 170 PLAN BOOK 435 PAGE 86 (LOT 25) a LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 91 PARCEL 207 LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO591 J DATED 7/16/2014 TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, R.S DATE: 6/27/19 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 4ELEV. 4 ELEV. 0" 37.8' 0" 38.0' A LS 10" 1OYR 3/2 B LS 36" 1OYR 5/4 34.8' PERC Yarmouth Health Department F VED 120„ ame Date C M/CS 2.5Y 6/4 A LS 10YR 3/2 7" B LS 1OYR 5/4 22" 36.2' C M/CS 2.5Y 6/4 27.8' 132" 127.0' NO GROUNDWATER ENCOUNTERED TITLE 5 SITS PLAN OF MARK DENOMMEE DATE: JULY 17, 2019 Scale: 1 "= 20' 0 10 20 30 40 50 FEET ���MAS9C ��NOFA�q/ S C, moo`' DANIEL tiG�m DANIEL OJALA A. 4 " CIVIL `, off 508-362-4541 O I"I A ) Ua. fox 508-362-9880 No. 46502 PoX�F ��a ��� downcope.com �r0FCS5""', a - GISTE- �R .� G down cape engineefing, iac. civil engineers C CD, land surveyors \ 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P. E., P.L.S. YARMOLJTHPORT MA 02675 19-183 DENOMMEE.DWG CrP o� .c �a �a z Q Bank NI h an d Locus A6< Boss River Golf Course �o Grand fid. Cove z LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 91 PARCEL 207 LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO591 J DATED 7/16/2014 TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, R.S DATE: 6/27/19 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 4ELEV. 4 ELEV. 0" 37.8' 0" 38.0' A LS 10" 1OYR 3/2 B LS 36" 1OYR 5/4 34.8' PERC Yarmouth Health Department F VED 120„ ame Date C M/CS 2.5Y 6/4 A LS 10YR 3/2 7" B LS 1OYR 5/4 22" 36.2' C M/CS 2.5Y 6/4 27.8' 132" 127.0' NO GROUNDWATER ENCOUNTERED TITLE 5 SITS PLAN OF MARK DENOMMEE DATE: JULY 17, 2019 Scale: 1 "= 20' 0 10 20 30 40 50 FEET ���MAS9C ��NOFA�q/ S C, moo`' DANIEL tiG�m DANIEL OJALA A. 4 " CIVIL `, off 508-362-4541 O I"I A ) Ua. fox 508-362-9880 No. 46502 PoX�F ��a ��� downcope.com �r0FCS5""', a - GISTE- �R .� G down cape engineefing, iac. civil engineers C CD, land surveyors \ 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P. E., P.L.S. YARMOLJTHPORT MA 02675 19-183 DENOMMEE.DWG Rear Elevation SCALE : 1/4" = 1'0" 53'-0" 72'-0" GENERAL NOTES. 1. ALL DIMENSIONS AND ROOM SIZES SHALL BE VERIFIED BY BUILDER/OWNER BEFORE CONSTRUCTION. 2. ALL WORKING STANDARDS SHALL REFLECT MASSACHUSETTS BUILDING CODES 780 CMR 9th EDITION W/LATEST REVISIONS 3. ALL UN—DIMENSIONED DOORS/WINDOWS/CASED OPENINGS SHALL BE CENTERED AND HAVE A STUD/JACK CONFIGURATION. 4. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO BE SCALED FOR MEASUREMENTS. 5. VERIFY ALL MECHANICAL REQUIREMENTS BEFORE FRAMING NOTICE: HOMEOWNER SHALL REVIEW PLAN AND REPORT ANY INCONSISTENCIES, DISCREPANCIES, OR AMBIGUITIES TO CONTRACTOR BEFORE PROCEEDING WITH WORK. 15'-0" 4'-0" NOTICE: DRAWINGS NOT INTENDED TO BE SCALED. DURING THE CONVERSION FROM DWG FORMAT, to PDF, FORMAT, FOR PRINTING PURPOSES, IT'S NOT UNCOMMON FOR THE SCALE TO SOMETIMES BECOME DISTORTED. THEREFORE, SCALING IS NOT RECOMMENDED ON THESE DRAWINGS. IF THERE IS A CONCERN ON A DIMENSION, CONTACT CONTRACTOR FOR CLARIFICATION WALL VALUES WOOD FRAMED WALL R-20 FLOOR VALUE R-30 CEILING R-49 FENESTRATION U- Factor 0.35 SKYLIGHT U-FACTER 0.60 Front Elevation SCALE : 1/4 = 1'0" 1978+I -S FT (First Fl. only CALCULATED FROM THE FIRST FLOOR EXTERIOR WALLS FOOTPRINT. 091 181-01$ 28'- 72'-0„ 91-211 A CER � If'►~. A "11.7 "' P, "QUIRED }C ►moi ; t,: 16'-10" Yarmouth Health Date c E ELEVATIONS SCALE: "1 9@ F 0 2' 4' 1/411= 1'-0" PLAN #: 19.05.14 FILE NAME Denommee Custom LOT # 7 Fairwind Cir. Drawn By 0 �CO lif z V Q � � w • �+ 0 V) w J r = G) U tv 0:� m :2 v n- 0 o CN p z a) Of Q A � Q o r � � z 0 6i(f) > 0 Q J o w o0V)xo �UWOM Z ¢�W�L Z IV-) U) W - , (n0 OO �-- ~UWF- cnWWO -�C��Uuz) 5M '. �ZWZ J CW9'U¢ J C'1'oU0in Q=w� UmUm p 0' ¢ OwJI—= UMU U�mm U~owMz 30 -j U� OW81=3M= � 0 Q J U U 3 0 O¢s0WD-0WZ c�z�= opo a¢0�=¢ M ¢ 0 J W ZWi=<W ~~� ¢¢� Ww> W<: D m WW WZ�m=Z EWW UW W w(< <0='O 00< O¢ W ~ W ZPJ N Z _J ¢U 95 wUm CLQa:zW XZfn a=W¢a_:D :DZ Wn-W I-U�O 12- w03ofm JwVV) T C U Cc: CL N L U fA •- V' C ° ° C� °' C: N ° °o6n-omo C U C aO+ - aO AFL- o °� +' o 3 o m N E N c CO+'O > a° �L-a'aEi— 'F' a —+0+� t p.0 O -C 11 'vim (n`�o�ca0 C•' E ° moo .� >, �U C 0:2 o o°p-2c°�oCm C ar o ,o O o U N O U O ...+ O U E O+' 60 U' E D c'v°pv'oo'y'o0vU-o L. 0-0 O A +=0OU Up �'a' L.rn �-CC% 0.9 OC +' +' (1)-p • ' U 0 C" CA U md0 ° N C C > -D •— O U +' O 2 U C- :r V' M1� E.- COPY O O ;`i V1 • r• W t` � -o 0 -n C7 CD su CD 0_ CL CD -u 0 n 0 (D --I 0 zza I n. 0 0 c CL CD CA 0 0 52'-0" STRUCTURAL NOTES. 1. 2500 PSF SOIL BEARING IS ASSUMED 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL BELOW LOCAL FROST LINE 3. CONCRETE SHALL BE PROPORTIONED TO DEVELOP COMPRESSIVE STRENGTH OF 3000 PSI in 28 DAYS 4. ALL SLABS ON GRADE SHALL BE REINFORCED WITH 6x6 x #10/10 or #8/8WWM AND SLABS SHALL BEAR ON 4" OF CRUSHED STONE OVER UNDISTURBED SOIL OR WELL COMPACTED FILL. 5. STRUCTURAL STEEL SHALL BE ASTM A-36 OR HIGHER YIELD STRENGTH 6. ALL STRUCTURAL WOOD SHALL BEAR THE GRADE MARK OF THE GRADING RULES AGENCY HAVING JURISDICTION (FOLLOW FRAMING LUMBER SPECIFICATIONS.) 7. DESIGN LOADS LIVING AREAS SLEEPING AREAS BATH'S & HALLS CEILING JOISTS ( LIMITED STORAGE) ROOF AREAS LIVE LOADS 40 PSF 40 PSF 40 PSF 20 PSF 40 PSF (SNOW) 11 DECK AREAS 60 PSF A1. 1 ELEVATIONS SCALE:. 0 2' 4, 6, 1/417= 1'-0' PLAN #:19.05.14 FILENAME 4� Denommee Custom LOT # � 7 Fairwind Cir. 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U N 01 p p m-0 a On c c >•p - c o°o•pop Uc-0m Sc3i 4� cd � U� 0 w � c� CD CD a CL N -o v m i1 m CD v -a a. 0 0 C CL CD U) 0 E " X EXT, WALL UnL- V� ANCHOR BOLTS 2)2" X 6" SILL BOT. P.T. COMPACTED BACK FILL TYP. 10" CONC. W) CONTINUOUS CONC. FOOTING FROST WALL DETAII NOT TO SCALE FINISH GRADE SLOPE 1/2"per FOOT min.6 IGALVY ANCHOR BOLTS @ FEET FROM WALL. a •' 6'O.C.AND 12" FROM ALL I I I6f• . CORNERS. FOUNDATION WALL 10"P.C. , .• 3000# min. -x\/ /% a: BACKFILL \\/\\/X/11/\'/ %/ DAMPROOF or WATERPROOF \\,/\\,/\\,/\� j\\\//\\�/\\,/\\\ :' TO FINISH GRADE —I 4 PERFORATED DRAIN PIPE COURSE GRAVEL FOOTING W/KEYWAY \ \\ \\ \ \\ �\�//��j\�\ �//\ � •' 4"P. C. SLAB 3000#min. jog 'o : • ogoo'o ......:::::. Foundation Wall Detail Scale: 1/2"=1'0" FINISH GRADE SLOPE GALVY ANCHOR BOLTS @ 1/2"per FOOT min.6 — 6'O.C.AND 12" FROM ALL FEET FROM WALL. ` ' '..' CORNERS. 4"P.C. SLAB 3500#min. 1111 I I m II I! I VIII ••• M 0 _0 COMPACTED SUBGRADE UNDISTURBED SOIL FOUNDATION WALL 10"P.C. CO \\\ 3000# min. �j/�\�/�\j\\\�\��� :.• BACKFILL COURSE GRAVEL j4. ..+ .. .. FOOTING W/KEYWAY UNDISTURBED SOIL Garage Foundation Wall Detail Scale: 1/2"=1'0" 8— Q N 0 0 N Co n N 4'-0" 72'-0" 15'-0" 7'-6" V-6„ — — — — — — — — — — — — — — — — — — — — — — — — -- 0 --- I ------------------ - - - - - - - - - - 53'-0" BEAM POCKET ----------------------------------------- _______-� ---------- I 1030 VENTINGI I I CELLAR SASH 1 --– – – – – – – – – – – – – – – – – – – – -- I -------------------- I I I I I � I i -------- I I! I I I ---------_j 0 c� O Vic$ O j j- m 1030 VENTING L r O '- I _ UPI 16RO O CELLAR SASH Ca S.D. BULKHEAD SIZE, SERIES, and � -•- I I I I I I I 'JLOCATION, TO BE SITE VERIFIED. 0s.D.I Q _ I ry F;_i o I I 1 I 1 8'-0" 8'-0" 7 —10" � 8'-9"-091 8'-11" I _ _ O I 4� �j V) w J I I --------- r r m II ----------- --------------- O ® i�t � i �I M S 1 N rn O z —[_7--------------- — — — — --- --� ( BEAM SIZED B OTHERS ry BEAM POCKET II N Q I I Q < I I I BEAM SIZED BY OTHERS O L_ -------------- -- — --- Lu V) 1_1030 VENTING OO o 1 lew.��.... I �.�.�.��eI�I®+ 4 .I� I -a �.�..� �� I I typ. 3 1/2" dia. CONCRETE I CELLAR SASH �-------------------------- F-�WVOWZO V)_w_ --------------- -- J�_ U J FILLED LALLY COLUMNS. (�mUmu Ori 1 typ CONTINUOUS 24" W x 12" D SOZw UJw F -O=F- Q i0 OoW JF- = cma ZO F- JmO O in I I _ I I ALL LALLY COLUMN SPACING I FOOTING _ :5-< CY � typ. 4" CON RETE SLAB 3000# min. I I I SUBJECT TO CHANGES IN mowrw K�- >NaU_j=0oQO rXL=WVJ - OQw~<w ZF- LZ+�Um I - I ACORDANCE TO STRUCTURAL, andj C° I I I I BEAM SIZING, BY SWS, or I Basement ; ® I (OTHERS) I I I I I L_ — — — — — — — — — — — — — — — — —-------------------� I - l I I 0 I E I CONTINUOUS 24" W x 12" D I �j —FOOTING I = f� � ---- -------------------------- – – – – � I I �! FO � I I ! I I I I typ 24" x 24" l 18" I I I r------------ 1 – BEAM POCKET 1 DEEP FOOTING I I I I I I I 14'-0" r1---------------------- ---� r---- I I --- --� I I I I 1030 VENTING!- 1 I w I I CELLAR SASH I I I ------� 11 I I Ir---------------------- I I o I I �—DEPRESS FOUNDATION TO ALLOW FOR I I ► I I I I I 1/6'0"x8'0" OVERHEAD GARAGE DOOR I I I I I I I FILL AND COMPACT FORI ' Farmers Porch � I L I I FARMERS PORCHSLAB. N ---------------------J 2 Car Garage I I o I 0 1 I T I �--- -------------------- I I typ. 4" CONCRETE SLAB 3500# min. I S j 18'-0" 9'-2" 1 1 16'-10" I I SLOPE FLOOR TO DRAIN TO N I — I I OVERHEAD GARAGE DOORS. I I I I - I I I I I FROST WALL min. OF 48" BELOW GRADE I I i _ - I L ---------J I I I I typ.10" CONCRETE FOUNDATION II — — — — ---------- I ----� I I I WALL min. 3000# CONCRETE W/GALVY I I I I I ANCHOR BOLTS @ 6�0 O.C. AND I I L________________J I I I 12" FROM ALL CORNERS. I 1 I I Foundation Plan I I DEPRESS FOUNDATION TO ALLOW FOR 1 CONCRETE SLABS FOR CONTROL JOINTS SCALE 1/4" = 1'0" I I I I 2/9 0x8 0 OVERHEAD GARAGE DOORS i I I TO MEET 506. 1.1 I IL-------------------------------- I 1 – -- --° _ I I----------------------- •I J --------------------- 3'-0" 9'-811 L 21-8„ 9'-8" 3'-0" I 28'-0" 18'-0" 9'-6" 16 —6„ 72'-0” 0 0 iO V) FOUNDATION SCALE: ' 0 2' 4' E 1/411= 1'-0" PLAN #• 19.05.14 FILE NAME Denommee Custom LOT # 7 Fairwind Cir. 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Drawn By 0 j= m tY Z U � d D:f W pal :D .v"' 0 V) W LTJ G) U m m � U � r -- o C N rn O Z o 63N 04 Q A<>_ o� Q z 0 �07_ O Q � J Gl W tY U) Z O O �UWU�Z Fa-FOW N Z tn-WWm Z UWW Z fn W zo- MomoZ O.JF- O z W z J U J 2 m m U m 0~ W =O Z W ~ 0 F,: -1 O~_jf'-Q�0.. ~W5 =ZmU O o m m~ O W Z ZDJCWF-nMD FWU¢J m- LL_ Q8- 3 V U m 3 0 <5oWcn�wz UZm_=0m0 3 Q a= = Q O Q C3 Hi�X Z W Q Q m W w j mO W WQ_J (n WWW mOW=W z H QQ-iNz 6 OW m00<W ~<W U 0-aa:Qwwzw W W>>Z Wn�+.� Um0 Wo ofcn -IWv) Jaz>3aFFW T Q v c— ° Q °� o v 0 co•U0 °_+, a -c o +� am m v+= L v m•- N c ° ..° .i p Cp °c0ao�3 o ° m o O U-Oe C D O p O ? O 4.. a� 1 v iz o 3 ° c m.2 >au Eco a� o -.°.o�oto tvoC'oa ��v`0v E v 0,L.,0�q) N 0-0 41 E6v0�0 0.2 L _ U a N c N i c U 'N -2 C U U N 0 Op U E -04- N W ++ fn E 7 C'p p 0 O, 9 O N > N CO) - OMO O °� O a O p+, p D N'Q U p O N U L N C ,01 C a C N 0 c:2 p� O - U N pn•°f N •y .p OUONpO � I U� N N o 72'-0" 4'-0" 15'-0" 9'-2" 7'-4" 36'-6" OFF -SET FRAMING IF NECESSARY FOR n co Lo A201 FLOOR FRA TMG SCALE: 0 2' 4' 6, 1/49'= 1'-0" PLAN #- 19.05.14 FILENAME Denommee Custom LOT # 7 Fairwind Cir. Drawn By 0 j= m tY Z U � d D:f W pal :D .v"' 0 V) W LTJ G) U m m � U � r -- o C N rn O Z o 63N 04 Q A<>_ o� Q z 0 �07_ O Q � J Gl W tY U) Z O O �UWU�Z Fa-FOW N Z tn-WWm Z UWW Z fn W zo- MomoZ O.JF- O z W z J U J 2 m m U m 0~ W =O Z W ~ 0 F,: -1 O~_jf'-Q�0.. ~W5 =ZmU O o m m~ O W Z ZDJCWF-nMD FWU¢J m- LL_ Q8- 3 V U m 3 0 <5oWcn�wz UZm_=0m0 3 Q a= = Q O Q C3 Hi�X Z W Q Q m W w j mO W WQ_J (n WWW mOW=W z H QQ-iNz 6 OW m00<W ~<W U 0-aa:Qwwzw W W>>Z Wn�+.� Um0 Wo ofcn -IWv) Jaz>3aFFW T Q v c— ° Q °� o v 0 co•U0 °_+, a -c o +� am m v+= L v m•- N c ° ..° .i p Cp °c0ao�3 o ° m o O U-Oe C D O p O ? O 4.. a� 1 v iz o 3 ° c m.2 >au Eco a� o -.°.o�oto tvoC'oa ��v`0v E v 0,L.,0�q) N 0-0 41 E6v0�0 0.2 L _ U a N c N i c U 'N -2 C U U N 0 Op U E -04- N W ++ fn E 7 C'p p 0 O, 9 O N > N CO) - OMO O °� O a O p+, p D N'Q U p O N U L N C ,01 C a C N 0 c:2 p� O - U N pn•°f N •y .p OUONpO � V U� O � o �cis -o 0 :V El CL CD CA -o 0 -n -o 0 -n CD 0) a- 0 0 CL m CA0 0 3 0 i� 8302.5 Dwelling/garage opening penetrationprotection: Openings and penetrations throught thewalls or ceilings seperating the dwelling from the garage, shall be in accordance with, Sections 8302.5.1, through, 8302.2.5.3 8302.5.1 Opening Protection: Openings from a private garage directly into a room used for sleeping shall not be permitted. Other openings between the garage and residence shall be equiped with solid wood doors not less than 13/8" (35 mm) in thickness, solid or honeycomb core steel doors not less than 13/8" (35mm) thick, or 20 -minute fire -rated doors. -- GUARDS R 3121 Where Required, Guards Shall be located along Open -sided walking surfaces, including stairs, ramps, and landings,that are located more han 30"(762 mm) measured vertically to the floor or grade, below at any point within 36"(914 mm) horizontally to the edge of the open side. Insect screening shall not be considered as a Guard R312.2 Height Required guards at open -sided walking surfaces,including, stairs, porches, balconies,or landings, shall be not less than 36"(914 mm) high measured vertically above the adjacent walking surface adjacent fixed seating, or the line connecting leading edges of the treads. Exceptions: 1. Guards on the open sides of the stairs shall have a height of not less than 34" (864 mm) measured vertically from the line connecting the leading edges of the treads. 2. Where the top of the guard also serves as a handrail on the open sides of the stairs, the top of the guard shall not be less than 34"(864 mm) and not more than 38" (965 mm) measured vertically from a line connecting leading edges of the treads. R312.3 Opening Limitations Required Guards shall not have openingsfrom the walking surfaces to the required guard height which allow passage of a sphere 4" (102 mm) in diamater. Exceptions 1. The triangular opening at the open side of the stair, formed by the riser, tread, and bottom rail of a guard, shall not allow passage of a sphere 6" (153 mm) in diameter. 2. Guards on the open sides of the stairs shall not have openings which allow passage of a sphere, 4 3/8" (111 mm) in diameter. I'+ -U Un -Finished Storage SCALE : 1 /4" = 1'0" TABLE 8302.6 DWELLING/GARAGE SEPERATION SEPERATION Cfl I «3 N MATERIAL I d' ,ra DWN LANDING r I Not less than 1/2" gypsum I I � From the Residence and Attic OS, OCa I I I I garage I I D. I w UII Not less than 5/8" I I gypsum board or ¢II garage I IZ I� assemblies Not less than 1/2" gypsum board or equivilent used for seperation required by this section. IU J IJ a I W I Garages located less than 3' from a w w C14 Un -Finished Storage less than 1/2' gypsum Zo 't on the some lot. applied to the - CO of exterior I n O within this I I 00 I N v I � I I N 4'-8" 18'-8" I 1 4'-8" � I I I I I I I I 2624/2 I I AWNING I'+ -U Un -Finished Storage SCALE : 1 /4" = 1'0" TABLE 8302.6 DWELLING/GARAGE SEPERATION SEPERATION Cfl I «3 N MATERIAL U ,ra r � Not less than 1/2" gypsum board or equivilent From the Residence and Attic applied to the garage side. Not less than 5/8" Type X gypsum board or From all habitable rooms above the garage equivilent Structures(S) supporting floor ceiling assemblies Not less than 1/2" gypsum board or equivilent used for seperation required by this section. Garages located less than 3' from a dwelling unit Not less than 1/2' gypsum board or equivilent on the some lot. applied to the Interior side of exterior walls that are within this area For SI: 1 inch =25.4 mm. 1 foot = 304.8mm 2009 INTERNATION RESIDENTIAL CODES. 0 N LO 0 N 4P-009 15-019 3.0 3.2 0 in I EWP by OTHERS CD 0 EWP` y OTHERS CO I. 7'-6" 7'-6" EWP by OTHERS - 2846/3 N ? BEAM ABOVE by oN a OTHERS HEADER by 7,-3„ TEMFIERED 1832 OTHERS 6'0" VANITY \1/ 26 Bath S MV to EXT. Master Bedroom 20 Lin "X o a 00 z `V - O D OS.D. L i aundry 28n), Cl 10'-10" LQ' Cwi '-2" I 4' 0" Walk -in -Cl w o1�1E i _ _ _ — u rt oom 3� BEAM ABOVE by OTHERS 28 2a BENCH LANDING, P FLUSH W/FIRST FL. —EWP by OTHERS HEADER bel OTHER- 2 6r Garage 6� Iw > .0 - 00 ® IQW . � W N Imo EWP by OTHERS go I go WP by OTHER I EWP by 0TH HEADER by OTHERS 28 -0 ts 5'-7" 72'_0„ Patio Area 6° Eating Area A2.2 FLOOR PLANS SCALE: AIR BARRIER NEED AT R]11\4/SILL, ON EXTERIOR WALLS, . 0 2' ,4' 6' AND RAFTERS AT EXTERIOR WALLS. 1/4)2= 1 -0 21 PLAN # 19.05.14 AIR BARRIER NEED AT EXTERIOR KNEE -WALLS FILENAME AND SHOWER WALLS. Denommee Custom LOT # 7 Fairwind Cir. GARAGE DOOR OPENINGS, AND WALL, TO MEET R-602.1.0 Drawn By EXTERIOR, AND BEARING WALL HEADERS, TO MEET R-502.5(1) 0 m °° U } Q � w = o 0 • ^4 O U) 53'-0" J M mi I O 22'-5" 6'-3" N O -4 Elf FW A<Q o0 FND WALL O BELOW - LU V) 2852/3 - - - - - - 2846/2 � Oo O 00 ClC1 24 �_(01 Z"w U xo cn ¢ H W - Z f- cn Z z cn GAS FIREPLACE U) ZO 5 ZO o W5 1. 0 Bedroom#3 W Z cn W I�-1C9ZWW UZZ< �U0a� ---- I �J C1-,8Fsi , 0:W0 �s.D. 0 �m�m=CX ~���-� J SUZ I F p=W t- Q O J� ¢ UOa_ T F'w5 =ZEMC5 I 3 -8 I 13'-0" Z -M21~ owz C]UJUZ QED Family Rom x w Q U ¢ Z W J OUapJ6dM�0 Q�UWN\wZ g UZO:=000 00 2- UQ3� ZMH Q = Q Q DWN FIBERGLASS EWP by OTHERS N 168 r� Lin a TUBI WR. ¢ } W �— HEADER by OTHERS 27' 6" 0 EWP by 0 ERS0 ___-__ 6' ISLAND W/OVERHANG I© KITCHEN LAYOUT IS DIAGRAMA11C ONLY. ACTUAL LAYOUT TO BE DETERMINED BY CABINET MANUFACTURER, CONTRACTOR, and HOMEOWNER I© Kitchen I I I 0 I L ---JCL C335 Farmer's Porch 2'6"x 5'0" w Q j w UJ> 10I mQ��zz=w 2 I 201 MV to EXT. �,�w=w 12 0N Q�?Qw I 8'— Q _JI I I 28 $'-6" I I =cnQNQ8�0 j() W U (n L! ii 04"' zF�QUWiza� Bath I I c OS. D. JQ�Zw �zm a. J WW<WW =zz 5 TY Vaw>.:l-U�a- (� W�O=(n.JW(n uQI=-LU O: Entry Cl Lo 28 „ in 0S. D. „ 2 6 1 2 30 0 I i� Bedroom*2 01 SEE HOMEOWNER FOR DOOR DETAILS Cl 5° r O — N _1 00 2846 2 O 9''-0„ 9,_ „ 4,_7" 4,-701 8,-51) 8, 11 L 18'-0" 0 9'-2" 16'-10" ILL�JJI LJ &1.0 2.0 El 3.1 3.1 First Floor Plan SCALE 1 /4" = 1'0" 1978 +/- SQFT (First Fl. only) /4.0 18'-0" 72'-0" 9,-2„ 16'-10" >+' 0 Q v � Q C ' � OCOc0U0 CL.0 c ° 2 0 Civ rn C m° C , c °o°D_OC°o co�so°;o n20 . -�, 0 ch o 3'- N E N O 0 N,2 z Ul �QoESv, 0 ID 0 w -°-000so -000 'va C+' E L N O �CO) (n U=��� 02O U Ut °v o2a��2l�U r- J ,oma airn00 L_0 0 OC �-0v L"E0.:�a E ° C ° to O 0 U ►- rno 0 0, 00) 0.N ° -00 ? ° y vN OyaCC' QC ma° +' E0 `oS° 0 m C C >-0 - N 0 3 '� C C� S v` n° 9 3 v 4� 4� Cfl I «3 N I U ,ra r � G N V� - I. 7'-6" 7'-6" EWP by OTHERS - 2846/3 N ? BEAM ABOVE by oN a OTHERS HEADER by 7,-3„ TEMFIERED 1832 OTHERS 6'0" VANITY \1/ 26 Bath S MV to EXT. Master Bedroom 20 Lin "X o a 00 z `V - O D OS.D. L i aundry 28n), Cl 10'-10" LQ' Cwi '-2" I 4' 0" Walk -in -Cl w o1�1E i _ _ _ — u rt oom 3� BEAM ABOVE by OTHERS 28 2a BENCH LANDING, P FLUSH W/FIRST FL. —EWP by OTHERS HEADER bel OTHER- 2 6r Garage 6� Iw > .0 - 00 ® IQW . � W N Imo EWP by OTHERS go I go WP by OTHER I EWP by 0TH HEADER by OTHERS 28 -0 ts 5'-7" 72'_0„ Patio Area 6° Eating Area A2.2 FLOOR PLANS SCALE: AIR BARRIER NEED AT R]11\4/SILL, ON EXTERIOR WALLS, . 0 2' ,4' 6' AND RAFTERS AT EXTERIOR WALLS. 1/4)2= 1 -0 21 PLAN # 19.05.14 AIR BARRIER NEED AT EXTERIOR KNEE -WALLS FILENAME AND SHOWER WALLS. Denommee Custom LOT # 7 Fairwind Cir. GARAGE DOOR OPENINGS, AND WALL, TO MEET R-602.1.0 Drawn By EXTERIOR, AND BEARING WALL HEADERS, TO MEET R-502.5(1) 0 m °° U } Q � w = o 0 • ^4 O U) 53'-0" J M mi I O 22'-5" 6'-3" N O -4 Elf FW A<Q o0 FND WALL O BELOW - LU V) 2852/3 - - - - - - 2846/2 � Oo O 00 ClC1 24 �_(01 Z"w U xo cn ¢ H W - Z f- cn Z z cn GAS FIREPLACE U) ZO 5 ZO o W5 1. 0 Bedroom#3 W Z cn W I�-1C9ZWW UZZ< �U0a� ---- I �J C1-,8Fsi , 0:W0 �s.D. 0 �m�m=CX ~���-� J SUZ I F p=W t- Q O J� ¢ UOa_ T F'w5 =ZEMC5 I 3 -8 I 13'-0" Z -M21~ owz C]UJUZ QED Family Rom x w Q U ¢ Z W J OUapJ6dM�0 Q�UWN\wZ g UZO:=000 00 2- UQ3� ZMH Q = Q Q DWN FIBERGLASS EWP by OTHERS N 168 r� Lin a TUBI WR. ¢ } W �— HEADER by OTHERS 27' 6" 0 EWP by 0 ERS0 ___-__ 6' ISLAND W/OVERHANG I© KITCHEN LAYOUT IS DIAGRAMA11C ONLY. ACTUAL LAYOUT TO BE DETERMINED BY CABINET MANUFACTURER, CONTRACTOR, and HOMEOWNER I© Kitchen I I I 0 I L ---JCL C335 Farmer's Porch 2'6"x 5'0" w Q j w UJ> 10I mQ��zz=w 2 I 201 MV to EXT. �,�w=w 12 0N Q�?Qw I 8'— Q _JI I I 28 $'-6" I I =cnQNQ8�0 j() W U (n L! ii 04"' zF�QUWiza� Bath I I c OS. D. JQ�Zw �zm a. J WW<WW =zz 5 TY Vaw>.:l-U�a- (� W�O=(n.JW(n uQI=-LU O: Entry Cl Lo 28 „ in 0S. D. „ 2 6 1 2 30 0 I i� Bedroom*2 01 SEE HOMEOWNER FOR DOOR DETAILS Cl 5° r O — N _1 00 2846 2 O 9''-0„ 9,_ „ 4,_7" 4,-701 8,-51) 8, 11 L 18'-0" 0 9'-2" 16'-10" ILL�JJI LJ &1.0 2.0 El 3.1 3.1 First Floor Plan SCALE 1 /4" = 1'0" 1978 +/- SQFT (First Fl. only) /4.0 18'-0" 72'-0" 9,-2„ 16'-10" >+' 0 Q v � Q C ' � OCOc0U0 CL.0 c ° 2 0 Civ rn C m° C , c °o°D_OC°o co�so°;o n20 . -�, 0 ch o 3'- N E N O 0 N,2 z Ul �QoESv, 0 ID 0 w -°-000so -000 'va C+' E L N O �CO) (n U=��� 02O U Ut °v o2a��2l�U r- J ,oma airn00 L_0 0 OC �-0v L"E0.:�a E ° C ° to O 0 U ►- rno 0 0, 00) 0.N ° -00 ? ° y vN OyaCC' QC ma° +' E0 `oS° 0 m C C >-0 - N 0 3 '� C C� S v` n° 9 3 v 4� 4� v «3 U ,ra � G �i V� • c�3 -o 0 -n n m m a s CL cu cn 0 -n 0 CD s 72'-0" a 0 0 a 4'-0" 15'-0" 53'-0" CD cn I ROOF TRUSSES BY SWS(or OTHERS) TRUSS DRAWINGS 0 TO SHOW LAYOUT, DESIGN, TIE DOWN SPECS, 8" 0 s FLYING—RAKE DETAILS, and LATERAL BRACING SPECS. LAYOVER BY TRUSS, or typ. 10" OVERHANG W/VENTED SOFFITT CONVENTIONAL 2"x10" FRAMING O N LO 2"x10" SLEPER 2"x10" FRAMING CO r` N @ LAyOVER. typ. Com? 16" OC 8" FLYING RAKES ALL GABLE WALLS OVERHANG W/VENTED SOFFITT © FARMERS " SLEEPER A3*0 ROWMUSS PLAN SCALE: 0 2' 1/431= 1'-0" PLAN #.19.05.14 FILENAME Denommee Custom LOT # 7 Fairwind Cir. Drawn By O ~r j= m O m � w o •� O N U) w J ry m U 0 O N O z A�Q in 0 w oQ J W Lo0cno0 Z =U O� Ul ��W�L- Z(n F-0u0U L~O V U 2 <'Zwz< OUJ 0308 C -L Z) O m U = 0~ x 10ZmW'0E-_j ~_jF=--QOa¢ o�F=-ZmU C7—mom 0 QZZ m O�UQ� M-16- UQ9VU m§0 QS0WVl�wZ UZa_=0M0 QNB zop �� WU 0<2 F<-F_W Zw¢a� WLLJ Li MEW mow=W E�F- WZWU w >Q =)p>)_W w< <ODLL. LLJ c)z�oQmzLL_J Jv z5 LLI LUm LLI 0_ W F_ U O WD3:R'U)JWN 1=-Q=>r1 QF= -W c— v o � 0 c 0 c Oc O C L. U fA •- fA C 0 C p c OC ooaomoC o N CU d1 C 0— O O O O n2 o cn O 3 N E O C > •0- y .� ''"' 0 O E C y N N N C > 46 = 0 O 'Con 0 in 'I+' O O 41 0 �- O O E +--'O >> �0 C L.inM.o O 0 e) 0.. 00 0C N N 0 b41 W a��_U E o` cm: 0 .� N pO a 'p ,a=' U O U E+ O N Eo�_n.o a0,06 V�rnoo "n 00;x,—Q.0o j ya = 0 a) .0, 0 cn 2 ~ -0 C cn N r+ O C CO C N +0+ +"0 O 0 _ 01 C UOfN O 0-0 0 V O �+ 0 d � V U ,o A rw M W. CD v CD n. CL M cn 0 TIE DOWN DETAILS BY TRUSS DE n MANUFACTURER. 0 -n CD CONTINUOUS RIDGE VENT CL 0 0 c CL cu cn 0 0 Section 1.0 Plan SCALE : 1/4" = 1'0" CONVENTIONAL FRI LAY-OVER'S 8" FLYING RAI ALL GABLE WI BEAMS by 0' typ. 4" CONCRETE SLAB 3000 SLOPE TO DRAIN FROST WALL min. OF 48" BELOW � FILL AND COMPACT © FAF PORCH OOF TRUSSES BY SWS(or OTHERS) TRUSS DRAWINGS D SHOW LAYOUT, DESIGN, TIE DOWN SPECS, 8" -YING-RAKE DETAILS, and LATERAL BRACING SPECS. -49 FIBERGLAS INSULATION -20 FIBERGLASS INSULATION /2" CDX, 7/16" OSB, or, IP -WALL SHEATHING " X 6"@ 16" O.C. 104 5/8" STUD LENGTH '0" min. FINISHED CEILING HEIGHT INGLE BOTTOM PLATE/ DOUBLE TOP PLATE -JOIST FLOOR SYSTEM by SWS (OR OTHERS) DIST SIZE, SERIES & SPACING 0 BE SHOWN ON MANUFACTOR RAWING W/ ALL CALCULATIONS OR BEAM AND JOIST DESIGN. -30 FIBERGLASS INSULATION yp.10" CONCRETE FOUNDATION TALL min. 3000# CONCRETE W/GALVY NCHOR BOLTS © 6'0' O.C. AND 2" FROM ALL CORNERS. typ. 4" CONCRETE SLAB 3000# min. ----- CONTINUOUS RIDGE VENT DOF TRUSSES BY SWS(or OTHERS) TRUSS DRAWINGS D SHOW LAYOUT, DESIGN, TIE DOWN SPECS, 8" _YING-RAKE DETAILS, and LATERAL BRACING SPECS. -49 FIBERGLAS INSULATION -20 FIBERGLASS INSULATION /2" CDX, 7/16" OSB, or, P -WALL SHEATHING " X 699® 16" O.C. 104 5/8" STUD LENGTH '0" min. FINISHED CEILING HEIGHT INGLE BOTTOM PLATE/ DOUBLE TOP PLATE JOIST FLOOR SYSTEM by SWS (OR OTHERS) )IST SIZE, SERIES & SPACING BE SHOWN ON MANUFACTOR RAWING W/ ALL CALCULATIONS )R BEAM AND JOIST DESIGN. -30 FIBERGLASS INSULATION :AM SIZED BY OTHERS rp. 3 1/2" dia. CONCRETE LLED LALLY COLUMNS. p.10" CONCRETE FOUNDATION ALL min. 3000# CONCRETE W/GALVY gCHOR BOLTS @ 6'0' O.C. AND ?" FROM ALL CORNERS. gyp. 4" CONCRETE SLAB 3000# min. an BLD. SECTIONS SCALE: rOWN _ .. —� 0 2' 4' 6' 1/41p= 1'-0" """ " 19.05.14 FILE NAME Denommee Custom LOT # 7 Fairwind Cir. Drawn By ooV)cIzo z0``'o� cn ¢�wo:� f- F-Wno_►-Z z(n v)z5zo W- 0� �� --�C9�UZOLLI J� W z ==J=i OW�WO- cl 505WU S UoFo w =ozw-8-�j- J QF -p _3 -<05d W5 j7=ZmU 0962 OIW-U¢-1m_jto U ¢ V U O ¢50WM\Wz z0<5 = Z O F- s¢ O=¢=¢ W W zwf=1-w~~� ¢¢ftWW5� W Q�MaMEW >ZWUW ¢¢-1tnZ >0►rO WUV)¢OJ�' NUO¢w�¢W �J�u) W�-_' <0 ZsLUm _¢xW afZtn Wj¢WOOZ W CL W 0:2 d WO�Q'� -IWEn I= -¢=>M <I_w --0 �+ ¢ v c— v v 0 c c 0 U -�° o 0_41 c ai+0m ,— o �w�•-v, '131-8 °2°c�tarn c y > C ac00 aino ooa *,°4 n.+' 2 ° j 3pENo > a° 0.�'� °EcNa�i N v vu_0-oco cv, ° ° p r°n A --Ego,a o o E -, ° >, cU c 0:2-0 o°m-20ss N 0•v �. °'d 'c O U p 0 � c pm U ° c°°an o,aio� U L- o+o o 0.0 0 �rn�oo0o \v c 0 0 o aci ° c o,� cv U U1 0, p, N 0 Ul 2 a'U]cc>v- oUo+,o Ucv o'c 3 cn 4� � 6 c� v U� 0 * m ry� M W � Z U Q 41 ry w o O �j w N ry m U � o N � � Q ALL_ Q < � � z O U) O 0 ry ooV)cIzo z0``'o� cn ¢�wo:� f- F-Wno_►-Z z(n v)z5zo W- 0� �� --�C9�UZOLLI J� W z ==J=i OW�WO- cl 505WU S UoFo w =ozw-8-�j- J QF -p _3 -<05d W5 j7=ZmU 0962 OIW-U¢-1m_jto U ¢ V U O ¢50WM\Wz z0<5 = Z O F- s¢ O=¢=¢ W W zwf=1-w~~� ¢¢ftWW5� W Q�MaMEW >ZWUW ¢¢-1tnZ >0►rO WUV)¢OJ�' NUO¢w�¢W �J�u) W�-_' <0 ZsLUm _¢xW afZtn Wj¢WOOZ W CL W 0:2 d WO�Q'� -IWEn I= -¢=>M <I_w --0 �+ ¢ v c— v v 0 c c 0 U -�° o 0_41 c ai+0m ,— o �w�•-v, '131-8 °2°c�tarn c y > C ac00 aino ooa *,°4 n.+' 2 ° j 3pENo > a° 0.�'� °EcNa�i N v vu_0-oco cv, ° ° p r°n A --Ego,a o o E -, ° >, cU c 0:2-0 o°m-20ss N 0•v �. °'d 'c O U p 0 � c pm U ° c°°an o,aio� U L- o+o o 0.0 0 �rn�oo0o \v c 0 0 o aci ° c o,� cv U U1 0, p, N 0 Ul 2 a'U]cc>v- oUo+,o Ucv o'c 3 cn 4� � c� v U� 0 -0 D n n 4 CD v N Q CL CD 0 -n 0 m CD —I -a Q. 0 0 CL CD 0 F 0 0 2" x 10" ROOF RAFTERS @ 16" 0 2"x10" CEILING JOISTS 16" R-49 FIBERGLASS INSULATI 2" X 6"@ 16" OC. 88" STUD LENG 7'6" min. FINISHED CEILING HEIG SINGLE BOTTOM PLATE/ DOUBLE TOP PLA R-20 FIBERGLASS INSULATI 2" x 10" FLOOR JOISTS 16" OC. CROSS BRIDGING MID -SP R-30 FIBERGLASS INSULATI BEAM BY OTHE R-20 FIBERGLASS INSULATI 1/2" CDX, 7/16" OSB, ZIP -WALL SHEATH 2" X 6"@ 16" O.C. ADJUST STUD LEN( 9'0" min. FINISHED CEILING HEIG SINGLE BOTTOM PLATE/ DOUBLE TOP PLj FROST -WALL min. 48" BELOW GR/ typ. 4" CONCRETE SLAB 3500# rY SLOPE FLOOR TO DRAIN TO OVERHEAD GARAGE DOORS. CONTINUOUS RIDGE VENT ARCHITECTURAL ROOF SHINGLES ,�)ecuon ,q.v rian SCALE : 1/4" = 1'0" ROOF TRUSSES BY SWS(or OTHERS)', TRUSS DRAWIN TO SHOW LAYOUT, DESIGN, TIE DOWN SPECS, FLYING—RAKE DETAILS, and LATERAL BRACING SPEI LAYOVER BY TRUSS, CONVENTIONAL 2"x10" FRAMING 16" OC @ THIS GABLE. TBD TRUSS MANUFACTURE 2" X 6"@ 16" O.C. 104 5/8" STUD LENC 9'0" min. FINISHED CEILING HEIG SINGLE BOTTOM PLATE/ DOUBLE TOP PL/ [—JOIST FLOOR SYSTEM by SWS (OR OTHEI JOIST SIZE, SERIES & SPAC TO BE SHOWN ON MANUFACI DRAWING W/ ALL CALCULATIC FOR BEAM AND JOIST DESI BEAM by OTHE typ.10" CONCRETE FOUNDATI WALL min. 3000# CONCRETE W/GAL ANCHOR BOLTS @ 6'0' O.C. A 12" FROM ALL CORNS BLD. SECTIONS SCALE: 0 2' 4' 6' 1 /4"= 1'-0" PLAN #: 19.05.14 FILENAME Denommee Custom LOT # 7 Fairwind Cir. Drawn By U d) - — -CONTINUOUS RIDGE VENT ')" Y 10" R()OF RAFTERS @ 16" O.C. 52'-0" r� 0 j-= m ::Em ry z d _ ry Lei F— o 0 (n Ld ry m U 0') L o _z d� w F- < o d O_ O < w ary o��� o()z_:z <F-(n�F Z ZN OZ568 W' 6 U Z UW NWWp O z W Z J g U Q J 0_, ww� =5o5w W~0 =OZw�0J 0~5 5a ~W= =ZM U m~ O W Z OUZD QZW Im �wOQL=�JL� pU ¢ J U U Q O Q�oWcn�wz UQ50Z5 zpl= QQV)cyjE Q U 4¢6W�Q=� Z~ Q Z W <Q Q W W W> W Q-zj) M(7n, W W mow: Wj ��.1 F_ �Zw0> Q_¢_jv=iz p�o �QU JLL_ NUWUnaW ZQ QJ>~W oOZW0M �W Z WWQW =):DZ WO WN JW V) F--<CO>m <I_w ='o � C Q° c— °Q c v +� a ocO sOO 0 C CL0m 3 o ° o c U N C' O ° Nt � O`er a� oho ID as E c m soaN+,oa c i ++ U G1 O C ►' p y 00 E 2 NM >' cU c'- c o O U� O O v :5 •,. O N ° O� O o p U U N j p 0 U E O✓ Q �vov)o�o2 o L_c a -N U OO,ma— O p O o -° 0 o .n 't 0-6 m a :3 N - ° iii•-mLai OC D12 5- ace°�°cp ° 0 c c >-0 — c o3vmy`,, O U O *' O +,O U C•O� Q c 3 rn v U� 4� 0 1 RIM BOARD # Rim Board Detail A3 BLOCKING REQUIRED OVER ALL INTERIOR BEARING. Blocking Detail B 1-1/211 x 11-7/8" LVL Joists @ 19.2" O.C. 2x4 OR 2x6 BLOCKING: INSTALL W/ WIDE FACE FLAT TO WALL SHEATHING A3 /�`� A3 Lo!4. 4 UNSUPPORTED III EDGE OF PLYWOOD OR OSB E k • � A3 l: Horizontal Blocking @ Wall H1 D2 I:i Sheathing Panel Joints -' 1 ply 11.875" x 17' 1 ......... 1 CANTILEVER EXTENSION SUPPORTING 'I ' UNIFORM FLOOR LOADS ONLY I > H1 H1 A3 1 q ' I• M _ U Beam #4 co O 1 2 Ply 1-314" x 9-1/2" x 26'-0" LVL E B1 m x - N L CR a • Beam #5 ............. 2Ply 1-3/4" x 9-1/2" x 30'-0" LVLB 81 n rn . Cantilever Detail o LVL Beam /Header '� 1 ply 11.875" x 1T A3 J :I I: \ (' 1 9@261 it I 5@24' Cl) 11 30' 5@28' H1 _J 00I F77711 li X NOTE: UNLESS HANGER SIDES LATERALLY 4 A3 SUPPORT THE TOP FLANGE, WEB N STIFFENERS SHALL BE USED. bo Face Mount Joist Hanger E ' 1 f 2x PLATE FLUSH WITH H1 INSIDE FACE OF WALL A3 OR BEAM A3 � • 'i ,w A3 Note: Do not cut or drill holes in LVL A3 floor joists without prior approval from Structural Wood NOTE: UNLESS HANGER Systems Inc. SIDES LATERALLY SUPPORT THE TOP FLANGE, WEB A3 STIFFENERS SHALL BE USED. n Top :Mount Joist Hanger H2 i BLOCKING PANEL `�r HDU2 + 5/8" 0 rod 2x4 SQUASH BLOCK� (MINIMUM) 01 \0S sS.P.�(NP,OPPS � � HDU4 + 5/8"1� 0 rod P�S OF GopP VO� x6With: SDS 4.5 s�o��UA`sS�ePw�\� LUMBER SQUASH I`` 3 Ply 1-314"117/8x 30'-0" LVL screws @ 19.2" o.Each Side Of Beam + rod . BLOCKS HDU5 5/8 �N`s RODrM1TJ GON\NS' c�GN4,n :. C1 PARENTE `� i� Cn 1 S� R�.G�NO�Ov CIVIL EIL AN No 3 �Oepoxy/acrylic Squash Block Detail 01, sjSV8 embed k S P�P�S BLOCKING PANEL P FIRST FLooR LVL BEAM 2x6 SQUASH BLOCK METHOD PFG PORTAL FRAME Live Load 40 psf GARAGE PER R602.10.6.2 (IRC 2015) o Squash Block Detail S2 (3+)2x4 (Minimum) Q Lally O Double Lally MARK DENOMMEE (3 +) 2x6 (Minimum)INC. . Structural0 Tubular Steel Column WOOD INC scale. 1/4"=I'-O'Drawn By: JohnFlynn Engineered wood Post: HSS 4x4x%4" (Typ. U.N.O.) "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" Date: June 20, 2019 Mark's House Revision: July23,2019 Wood 4=3%2"/6=5%4"/8=7" 2x4 Bearing Walt Stems Q Post Up (ALL Types) 2x6 Bearing watt YARD: 241 LAKE STREET, BELLINGHAM, MA 02019 Lot #7 Fairwind Circle -South Yarmouth, MA SySi PHONE: 800-344-8117 FAX: 508-876-9508 Drawing"Umber .? .Component T1e®TM FULL WIDTH of Beam MUST BE Supported by ALL Posts 17037 EWP Studio Version 18.32.163 Powered by iStruct' This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them BOARD Rim Board Detail A3 BLOCKING REQUIRED OVER ALL INTERIOR BEARING. Blocking Detail B1 2x4 OR 2x6 BLOCKING: INSTALL W/ WIDE FACE (m FLAT TO WALL SHEATHING UNSUPPORTED EDGE OF PLYWOOD OR OSB Horizontal Blocking @ Wall 62 Sheathing Panel Joints CANTILEVER EXTENSION SUPPORTING UNIFORM FLOOR LOADS ONLY Cantilever Detail C1 _,c, LVL Beam / Header lie NOTE: UNLESS HANGER SIDES LATERALLY SUPPORT THE TOP FLANGE, WEB STIFFENERS SHALL BE USED. Face Mount Joist Hanger —Hl —� 2x PLATE FLUSH WITH INSIDE FACE OF WALL OR BEAM �V I NOTE: UNLESS HANGER SIDES LATERALLY SUPPORT THE TOP FLANGE, WEB STIFFENERS SHALL BE USED. Top Mount Joist Hanger H2 BLOCKING PANEL 2x4 SQUASH BLOCK (MINIMUM) " 1/16" FOR LUMBER SQUASH BLOCKS Squash Block Detail S1 BLOCKING PANEL LVL BEAM 2x6 SQUASH BLOCK e a . s . � R..A.,. r � ..-.. �. �, � r^� .f t Y' k" � �...,• � ..r«- �.rt (-. dF g" �.` a,(„' !^'...� �, �, � £r t < , .. r 3 # _ Squash Block Detail S2 0 (3 +) 2x4 (Minimum) 0 Lally Kg Double Lally El (3 + ) 2x6 (Minimum) � Tubular Steel ColumnStructural HSS 4x4xY4" (Typ ) � Engineered Wood Post: U.N.O. Wood x 4=3%2'/6=5%4"/8=7" , I 2x4 Bearing Wall u..Systems Q Post Up (ALL Types) 2x6 Bearing Wall Commponent TM' p -Tie® � CoFULL WIDTH of Beam MUST BE Supported by ALL Posts �.., EWP Studio Version 18.32.163 Powered by iStructTM This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them METHOD PFG -PORTAL FRAME GARAGE PER R602.10.6.2 (IRC 2015) STRUCTURAL WOOD SYSTEM -S, INC. "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" YARD: 241 LAKE STREET, BELLINGHAM, MA 02019 PHONE: 800-344-8117 FAX: 508-876-9508 N 010 XA !xj S NOS�1PSv Gil qo\pA�ONOP���pLN OF GZ �L(� NF0� Pv\�PNG vSI�SNGOAs NIN\SS 001D SOMP \3 LE �vFZPL\NIN\S "D6?EO cP�S \N ATTIC FLOOR Live Load 30 psf MARK DENOMMEE Scale: 1/4"=1'-0"Drawn By: .john Flynn Date: June 20, 2019 M a rk� S House Revision: July 23, 2019 Lot #7 Fairwind Circle - South Yarmouth, MA Drawing Number 17037 BOARD Rim Board Detail h� t1J BLOCKING REQUIRED OVER ALL INTERIOR BEARING. Blocking Detail B1 2x4 OR 2x6 BLOCKING: INSTALL W/ WIDE FACE FLAT TO WALL SHEATHING UNSUPPORTED EDGE OF PLYWOOD OR OSB Horizontal Blocking @ Wall B2 Sheathing Panel Joints CANTILEVER EXTENSION SUPPORTING UNIFORM FLOOR LOADS ONLY Cantilever Detail C1 _,<, LVL Beam / Header `-� J,[ e5e NOTE: UNLESS HANGER SIDES LATERALLY SUPPORT THE TOP FLANGE, WEB STIFFENERS SHALL BE USED. Face Mount Joist Hanger H 1 2x PLATE FLUSH WITH INSIDE FACE OF WALL NOTE: UNLESS HANGER SIDES LATERALLY SUPPORT THE TOP FLANGE, WEB STIFFENERS SHALL BE USED. Top Mount Joist HangerH2 O BLOCKING PANEL 2x4 SQUASH BLOCK (MINIMUM) 0 1 16" FOR LUMBER SQUASH BLOCKS W , Squash Block Detail 2! 1 BLOCKING PANEL LVL BEAM 2x6 SQUASH BLOCK Squash Block Detail S2 Compression Roof Notes: 1. Minimum roof slope of 3/12 (14 degrees). 2. Ridge boards shall be not less than 1 -inch nominal thickness and not less in depth than the cut end of the rafters. 3. Compression rafters shall be nailed to the top wall plate in accordance with IRC 2015 Table R602.3(1). 4. Ceiling joists and rafters shall be nailed to each other in accordance with IRC 2015 Table R802.5.1(9). 5. Spans for compression rafters shall be in accordance with IRC 2015 Tables R802.5.1(1 through R802.5.1(8). 6. The ends of each compression rafter shall have not less than 1-1/2 inches of bearing on wood or metal, and not less than 3 inches on masonry or concrete. 7. Notches on cantilevered portions of compression rafters are permitted provided the dimension of the remaining portion of the rafter is not less than 3-1/2 inches and the length of the cantilever does not exceed 24 inches in accordance with IRC 2015 Figure R802.7.1.1. 8. Compression rafters connecting into valleys should be supported by hangers. 9. Ceiling joists shall be present. 10. Opposing rafters shall be framed not more than 1.5 -inches offset from each of 11. Hips and valleys shall be supported at the ridge by a post or a brace to a bean partition. 12. Collar ties shall be installed in the upper third of the roof height spaced not mc feet on center when the roof has a ridge board. 13. Strong backs shall be supported by braces installed to bearing walls at a slope than 45 degrees from the horizontal. The braces shall be spaced not more tha on center, and the unbraced length of brace shall not exceed 8 feet. 14. Bridging or blocking shall be provided for rafters and ceiling joists at intervals i exceeding 8 ft. C3®Mp D®� G S1 P -� OF �FANN1\-\ NS\S -CNop�ED- Vis, Go ��vG�vRN A1C R�P�P (3+)2x4 (Minimum) Q Lally Double Lally Structural(3 +) 2x6 (Minimum) 0 Tubular Steel Column Engineered Wood Post: HSS 4x4xY4" (Typ. U.M.O.) Woo x 4 = 3%2' / 6 = 5Y" / 8 = 7" 2x4 Bearing Wall [7 ,.Systems Q Post Up (ALL Types) 2x6 Bearing Wall simp -Tie® FULL WIDTH of Beam MUST BE Supported by ALL Posts Component M EWP Studio Version 18.32.163 Powered by iStruct' This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them STRUCTURAL WOOD SYSTEMS, INC. "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" YARD: 241 LAKE STREET, BELLINGHAM, MA 02019 PHONE: 800-344-8117 FAX: 508-876-9508 R03FRT,1 =AREN i E C1Vll No 30,1"0 ROOF Snow Load 30 psf /1 MARK DENOMMEE Scale: 1/4"=1'-0" Drawn By: John Flynn Date: June 20, tots M a rk�S H O U Se Revision: July 2a, 2019 Lot #7 Fairwind Circle - South Yarmouth, MA Drawing Number 17037