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Home My WebLink About1301 Route 28 Plan View and Elevations!*a x I" TEK SCREWS 21-0" O.C. M'1T33 q IT32 -/ (2) 010 x J' TEK SCREWS + EACH OUTRIGGER GS x J' PAN HAD SCREW + 2'-0" O.C. MMT35 (2) 010 x k TEK'S + EACH OUTRIGGER MMF30 STA94LESS STEEL POP RIVET + 21-011 OjCL I" x 18 GA GALV. SUBGIRT NEW 18 GA GALV, FASCIA PANEL FIELG CUT LAST PANEL AND SCREW ON CU' LEG FOR SUPPORT OF CUT PANEL DETAIL "A" CONTINUOUS 2" x 2" x 20 GA GALV. ba ANGLE CONTINUOUS STANDARD ba ANGLE •8XI" PANN HAD • 2'-8" DETAIL 11 511 IRST PANEL START LUSH WITH FACE OF IANEL TO LEFT OF :ORNER r% L�ALL WOW TO BE DONE IN ACCORDANCE WITH STEELTEC, LLC INSTALLATION STANDARDS AND PRACTICES. 2. BLOCK OFF DRIVE LANES AND SIDEWALKS AROUND CANOPY OR BUILDING IN EACH AREA TO BE WORKED ON. LANES SHOULD BE BLOCKED CNE AT A TIME. 3. TAKE DOWN ANY SIGNS CN FASCIA SURFACE. REMOVE ANY"EYEBROW" LIGHTS. INSURE ANY ELECTRICAL POWER IS OFF AND LOCKED OUT BEFORE REMOVAL OF LIGHTS AND SIGNS. 4. THE BASE ANGLE OF THE OUTRIGGER IS MOLNTED TO MANSARD BY FIRST STRIPPING AWAY WOOD OR SHAKE SHINGLES TO ALLOW DIRECT ATTACI-MENT TO PLYWOOD OR MANSARD FiRAMING. CNLY STRIP SHINGLES IN AREA OF ANGLE ATTACHIM.ENT. ATTACH BASE ANGLE SLIGHTLY ABOVE FLUSH OF BOTTOM OF MANSARD WITH SIX 012 x 11" TEK SCRUB. ANGLES SHOULD BE INSTALLED WITH 32" O.C. SPACING. ALL BASE ANGLES CN A SIDE SHOULD BE ATTACHED BEFORE PROCEEDING TO THE NEXT STEP. $. ATTACH A VERTICAL ANGLE TO BASE ANGLE SUCH THAT VERTICAL ANGLE IS PLUMB AND SLIGHTLY ABOVE FLUSH OF BOTTOM OF MANSARD. INSTALL DIAGONAL BRACES PER PLANS. INSTALL VERTICAL ANGLE IN EACH CORNER ESTABLISH LINE BETWEEN CORNER ANGLES AND COMPLETE INSTALLATION OF VERTICAL ANGLES. AND BRACES. b. INSTALL 28x2" IS GA ANGLE CONTINUOUSLYAS SHORN IN DRAWINGS SUCH TWAT BOTTOM OF ANSsLE IS SLIGHTLY BELOW FLUSH OF BOTTOM OF MANSARD. INSTALL I" SUBGIRT AS SHOWN IN ORAJUMGS, INSURE ELEVATION IS HELD PER DRAWINGS. INSTALL TOP PERIMETER ANGLE AS SHOWN IN PLANS. 'I. STARTING ON LEFT END OF ANY SIDE, INSTALL THE FIRST FASCIA PANEL SUCH THAT THE I" RETURN LEG ON THE SIDE OF THE PANEL WOULD BE FLUSH WITH THE FACE OF THE FASCIA AROUND THE CORNER TO THE LEFT. (THE FASCIA FACE IS P FROM TH FACE OF THE SUBGIRT) ATTACH TH FASCIA PANEL PER PLANS 04CLUDMG THE FASCIA CLIP TO THE N IRT. 8: INSTALL THE NEXT FASCIA PANEL INSURING THE CLIP ON THE LEFT SIDE OF THE PANEL IS BEHIND THE RIGHT SIDE RETURN LEG OF THE ADJACENT PANEL. FASTEN AS PER ABOVE CONTINUE INSTALLING FASCIA UNTIL REACHING THE RIGHT END. S TH LAST PANEL IS TO BE FIELD CUT TO LENGTH. BEFOFM DOING 80, INSTALL THE FIRST PANEL THAT WILL CONTINUE AROUND TH OR�ER SUCH THAT ITS LEFT HAND SIDE RETUl LEG IS FLUSH TO THE FASCIA FACE. CUT THE LAST FASCIA PANEL ON THE SIDE BEING WORKED SUCH THAT IT LAPS OVER THE RETURN LEG ON THE FASCIA ON THE NEXT SIDE. POP RIVET THE CUT PANEL TO TH LEG OF THE NEXT PANEL CONTINUE AS ABOVE UNTIL ALL SIDES ARE COVERED WITH FASCIA PANELS. t0. AT ANY END, ATTACH CORNER TOP SECTION ONLY (MULLC011 FLUSH TO TOP OF NEW FASCIA PANELS. IL INSTALL BASE MOLD BRACKET (MF -30) 6" FROM CORNER EDGE AT ELEVATION SUCH THAT THE BRACKET IS FLUSH WITH THE LOWEST POINT OF MANSARD 12. SLIDE CORNER BOTTOM SECTION (MULLCORH) OVER CORNER TOP SECTION SUCH THAT BOTTOM SECTION OF GORIER IS 36' BELOW BASE MOLD BOTTOM SECTION ARE BRACKET. RAT 9 DES OFT OM SECTION WITH SCREWS THIRI FASCIA INSURING SIDES OF TIGHT 13. INSTALL BASE MOLDING 0"M 34) OVER BRACKET, ATTACH AS SHOWN ONLY TO BRACKET. BASE MOLDING IS TO BE TIGHT TO SIDE OF CORNER 14. INSTALL. CROWN MOLDING BRACKET (MT33) FLUSH TO FASCIA PANEL AS SHOWN. BRACKET TO BE OFFSET TO SIDE TO CLEAR THE CORNER MOUNTING TAB. B. INSTALL CROWN MOLDING (1wIT32) OVER BRACKET AS SHOWN. CROWN MOLDING IS TO BE TIGHT TO SIDE OF CORNER 16. CONTINUE TO INSTALL BASE AND CROWN MOLDING TO COMPLETE THE SIDE. BEFORE INSTALLING LAST SECTIONS OF BRACKETS AND MOLDING REPEAT GORIER INSTALLATION PER STEP 10 t 177222. CUT TO LENGTH AS RECUIRED TH BRACKETS AND MOLDING INSURING A TIGHT FIT OF MOLDING TO SIDES OF COINER REPEAT TO COMPLETE ALL SIDES. INTERIOR CORNER BLOCKS ARE INSTALLED SAME AS EXTERIOR CORNERS. IT. INSTALL FLASHING AND SEAL PER PLANS. Ig. CdNEML NOTE a. INSTALLER TO INSURE GOOD BUTT JOINT FIT -UP OF BASE AND CROWN MOLDING. b. TOUCk- P ALL EXPOSED FASTENERS WITH MATCHING COLOR PAINT. PAINT ALL FIELD CUT EDGES OF METAL_ a ANY PENETRATIONS OF GUTTER MUST BE SEALED. - - d. ALL DEBRIS, SCRAPS, UNUSED MATERIAL, AND PACKAGING MST BE REMOVED FROM THE SITE. FASCIA PLAN SCALE 1/4's I' -V I 3" BLUE DECAL ABOVE FRONT ELEVATION SCALE. V4" " I' -V GT2¢ q-� 11 EXISTING TOP GAP EXISTING SHINGLES TO BE REMOVED AT AREA OF NEW SUPPORTS TMG STORE CTURE TOWN OF YARMOUTH REVEEWED FOR BUILDING AND ZONING CODE COMPLI< ANCE. ORAPPLICANTORS PFROMTHERE Do OF'ASBUI NOT RailTHE COMPLIAN DATE: -/s O�J��C3.t�.° BUILD NG OFFICIAL -NOTES L NO ADDITIONAL LOADS WILL -BE APPLIED TO THE EXISTING BUILDING STRUCTURE WITH THE EXCEPTION OF AN ADDITIONAL DEAD WEIGHT OF THE NEW FASCIA AND MOLDING, WHICH IS APPROXIMATELY 5 LSS. PER LINEAL FOOT. STEELTEC, LLC WILL NOT ACCEPT RESPONSIBILITY FOR STRUCTURAL ADEQUACY OF EXISTING BUILDING STRL=JRE BEFORE OR AFTER APPLICATION OF NEW SKIN FASCIA SYSTEM. 2. FASCIA SUPPORT STRUCTURE AND ATTACHR'ENTS 14AVE BEEN DESIGNED FOR A 38 PSF LATERAL WIND LOAD (90 MP4) AND 25 PSF GROUND SNOW LOAD IN ACCORDANCE WITH THE MA STATE BLDG CODE - 6th EDITION NOTE. 1, LAWRENCE R PILCN, PE, PERFORMED AN ON-SITE VISUAL INSPECTION ON FEB. 12, 2003 OF THE EXISfNG PLYWOOD SHEATHING TO WHICH THE NEW FASCIA SYSTEM WILL BE ATTACHED. ALL AREAS NSPECTED APPEARED N GOOD CONDITION. I ALSO CHIEC CED PULL-OUT (MANUALLY) OF SCREWS AND NAILS N THE EXISTING SHEATHING, WHICH APPEARS ADEQUATE. N MY JUDGEMENT, THE SHEATHING IS ADEQUATE TO SUPPORT THE NEW FASCIA SYSTEM. HOWEVER IT IS ALSO NOTED THAT THE FRAMING BENEATH THE SHEATHING, AND ATTACHMENTS TO THE BUILDING STRUCTURE COULD NOT BE INSPECTED OR CHECKED. THEREFORE, I CANNOT VERIFY STRUCTURAL ADEQUACY OF FRAMING SUPPORTING THE EXISTING MANSARD SYSTEM. SEE NOTE I ABOVE. LAWRENCE R PILON, PE 51 MAPLEVIEW DRIVE PENNELLVIL.LE, NY 13132 1 11 _m= r IMM -1 THESE PLANS ARE SUBJECT TO • FEDERAL COPYRIGHT LAWS • *FA=A S YST19M P&.t®°Il'JEC"Il'JBIID ANY USE OF SANE WITHOUT THE EXPRESS IMRRTEN PERUISSION OF 1UR1IDMIR 4T§ ]PA'II'JBL\ T i4®, IID 2657 STEELTEC, LLC. IS PROHIBITED A I APPROVAL / PERMITS MNL ' 3/3/04 ISSUE DESCRIPTION BY I CNK. DATE REVISIONS: a memksof dW9GRESOURCE VEUF 210 PAiDII" 3K(rx S.AM gDAU AS9 GFIORGUA 3= (i70) -NS -3917 SffE' CUM5ERLAND FARMS 1297-13001 ROUTE 28 �'" �` M�ss'�y SOUTH YARMOUTH, MA ar LAM'RENCE R. Gm - LON - FOR: WILDING JOB NO. S CTURAI H N . 33032 a RETRO FIT 20030481 T, cicTeAED � '/0NAL PLAN VIEW AND I NO. )t v 3 1 OY ELEVATIONS El of 1 FILE COPY 2" x 2" x 20 GA CONT. ANGLE STD. BA M4Xi" TOPSEAL 014 x J"TOPSEAL TEKS TEK + 2'-8' OZ. + 2'-8' SPACING 3 PIECE FLASHING F.C, IF REQV DETAIL A M4 x J" LAPTEKS + V-8" SPACING C.OVERUP FASCIA W/ EXISTING ROOF SYSTEM 3' BLUE DECAL ABOVE 6" ORANGE DECAL 1" SUBGIR SGI EXISTING PLYWOOD (SEE NOTES + ElOTTom cf SFEen " M2 X 4" SHEETMETAL 0 SCI�W HEX HD ZINC PLATED Cb PER ANGLE) FASCIA CLIPS 010 x;' TEKS (2 PER LOCATION) I FIELD FABRICATE 18 GA OUTRIGGERS + 2'-8" OG. / (1_24AS GA) Ilk " T DETAIL 15 I -NOTES L NO ADDITIONAL LOADS WILL -BE APPLIED TO THE EXISTING BUILDING STRUCTURE WITH THE EXCEPTION OF AN ADDITIONAL DEAD WEIGHT OF THE NEW FASCIA AND MOLDING, WHICH IS APPROXIMATELY 5 LSS. PER LINEAL FOOT. STEELTEC, LLC WILL NOT ACCEPT RESPONSIBILITY FOR STRUCTURAL ADEQUACY OF EXISTING BUILDING STRL=JRE BEFORE OR AFTER APPLICATION OF NEW SKIN FASCIA SYSTEM. 2. FASCIA SUPPORT STRUCTURE AND ATTACHR'ENTS 14AVE BEEN DESIGNED FOR A 38 PSF LATERAL WIND LOAD (90 MP4) AND 25 PSF GROUND SNOW LOAD IN ACCORDANCE WITH THE MA STATE BLDG CODE - 6th EDITION NOTE. 1, LAWRENCE R PILCN, PE, PERFORMED AN ON-SITE VISUAL INSPECTION ON FEB. 12, 2003 OF THE EXISfNG PLYWOOD SHEATHING TO WHICH THE NEW FASCIA SYSTEM WILL BE ATTACHED. ALL AREAS NSPECTED APPEARED N GOOD CONDITION. I ALSO CHIEC CED PULL-OUT (MANUALLY) OF SCREWS AND NAILS N THE EXISTING SHEATHING, WHICH APPEARS ADEQUATE. N MY JUDGEMENT, THE SHEATHING IS ADEQUATE TO SUPPORT THE NEW FASCIA SYSTEM. HOWEVER IT IS ALSO NOTED THAT THE FRAMING BENEATH THE SHEATHING, AND ATTACHMENTS TO THE BUILDING STRUCTURE COULD NOT BE INSPECTED OR CHECKED. THEREFORE, I CANNOT VERIFY STRUCTURAL ADEQUACY OF FRAMING SUPPORTING THE EXISTING MANSARD SYSTEM. SEE NOTE I ABOVE. LAWRENCE R PILON, PE 51 MAPLEVIEW DRIVE PENNELLVIL.LE, NY 13132 1 11 _m= r IMM -1 THESE PLANS ARE SUBJECT TO • FEDERAL COPYRIGHT LAWS • *FA=A S YST19M P&.t®°Il'JEC"Il'JBIID ANY USE OF SANE WITHOUT THE EXPRESS IMRRTEN PERUISSION OF 1UR1IDMIR 4T§ ]PA'II'JBL\ T i4®, IID 2657 STEELTEC, LLC. IS PROHIBITED A I APPROVAL / PERMITS MNL ' 3/3/04 ISSUE DESCRIPTION BY I CNK. DATE REVISIONS: a memksof dW9GRESOURCE VEUF 210 PAiDII" 3K(rx S.AM gDAU AS9 GFIORGUA 3= (i70) -NS -3917 SffE' CUM5ERLAND FARMS 1297-13001 ROUTE 28 �'" �` M�ss'�y SOUTH YARMOUTH, MA ar LAM'RENCE R. Gm - LON - FOR: WILDING JOB NO. S CTURAI H N . 33032 a RETRO FIT 20030481 T, cicTeAED � '/0NAL PLAN VIEW AND I NO. )t v 3 1 OY ELEVATIONS El of 1