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GENERAL ' O YY R 1. ALL FASTENERS SIMI.L BE Of ACCORDANCE WITH THOSE FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE ORAATIDS. SPECTID ANCIM ENMD TD BASE 1MTERIN.% LL BE BETDPm WALL FWM OR FOR MAX. fRAME WIDM SEE PRESSURE TABLE ON THIS SHEET. ( � 2. OPENHG%SUOM4 t VUCIDW FASIEHD'ib MOST 8E PaDPDar DEMO t O STA3IFD 70 TRANSFER rwD urns TO ON THIS SHEET. 6' 6" W c- & iESE R N a'MAX. tz'MnA- D.C.ITTtz'MAX. D.C. a"MAX.CA a a 3. TRDAN E WITH ACT ETD E REQUIREMENTS WSTAUEMENTS Of T ARE N ACCORDANCE 11TH ArD Y17 THE REOIAREYDNS Of THE FLORIDA 3 2 3 6 " 9 4. AL CODE(iTiC). -� . 4. ALL ANCHORS SFEwe1G PRODUCT FIMW.ES TO PIa1S91RE 1RFAIED 9=OR WOOD FRAIDD SHALL BE CAPABLE Of RE9S M CosO CAUSED Or THE PRESMURE TREATDIG f 4' MO. asaws N TIE WOOD. IL wiEI&M DCUIDNG BOf NOT UOIITD TO SiFlt SCREY6. W W THAT COME wro cOMALT a1q on1ER gSSWAR wTERWS w x 81 FIN FASTENER WIDTH 2' An x 2 SKA L MEET THE FMXMZDIENTS of FIDROA SUwNG CODE m -w rn FRAME SCREWS WHERE SHOWN AT HEAD&SIDES. CKWTER 10. a Of CORNERS& 4 1/2' - 4 a TO THE BEST OF OUR KNOWLFDCE THE PRODUCT SiDAM =�U�jCLUSTER FIN FASTENERS MAX. O.C.WHEN JOB SEE'FRALIE ANCHOR REQUIREMENTS TABLE'ON THIS HEREIN G 6 CER IM t MUIY ASWRED BY A FLORIDA STATE w AT MEETING RAIL ENDS REQUIRED DESIGN w D SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB HC3 APPROVED CFRID1GAtptN DMRHT&SHALL BE U$TEU M x z SUCH THAT THERE AREA x z REQUIRED DESIGN PRESSURE IS OVER + -35 A d ACCgtDOK1E 1HM TE MND THE FLORIDA DD'MTIOIT Of O PRESSURE IS OVER +/-35 / MSNFss t PaoTl vaML lEfiAADIN SPD7FICATXRNS �, 70TAL OF 5 POSITIONED I PSR.9'MAX. O.C. WHEN W W FRAME FRLER MUST BE USED AT EACH FRAME - PR000CT ASg1Br S NOT PART OF THIS ORAWD16 AND SWILL a5 AS SHOWN. SEE 'FRAME SCREW,SEE SHEET 4 FOR PART DETAIL) 3 ff N AOLT)RWNGE TRIM THE MYiUFAC111ROH'S quart A.. JOB REOUIREO DESIGN 4 m ISSDUTCF SPECMTUONS t TESTING ROWTS. ANCHOR REQUIREMENTS PRESSURE IS +/-35 PSF n 7. CEm01CA ON OF TM PRODUCT OSTAUADI6 SMALL BE TABLE'ON THIS SHEET mWERED VOO IF ANY OF THE FOLLOAONC APPLY•.T)PRODUCT FOR REQUIREMENTS. .LESS.SEE"FRAME IS#ISTAUED N fHOVT A MlDNG PERMIT FROM THE APPLICABLE ANCHOR REQUIREMENTS N u7w M aDRG DEPARTMENT. 2)PRODUCT S NCSDLLED BY o'cc TABLE'ON iH1$ SHEET INroFE OTHER 7HW A UCDlgD CONIPICTOR'Da'EWDCED WIN a j I FOR REQUIREMENTS. "a j o ^o:. NSTA LMIONS OF TM-T&E OF PRODUCT. 3)IF CPWJMS WIVE / o C ,O iD PRO DUCTS CDITIICATOM F?II11r5 CERTIFICATE �- 4' MAX. = n y to I 1HO'CJMUg TIM.NSUIMADn6 tD HE Nmp1ECf OR aczs� OdaATHE LEAST DEXII I TW N IE SPECIFIED D li IN RA OL FOR EXTERIOR ELEVATION: �- c~i $ 5 0 INSTALLATION CUPS WHERE EXTERIOR ELEVATION: aDIE �I-' &THESE DRRAABOws CUM THE PRODUCT DWALIATION�Y XO WINDOW SHOWN AT SILL. SEE "FRAME XO WINDOW c a WATER PROOiNG OF THE RWALLM PRODUCT 5 NOT PART Of SCALE 3/4- = 1'-0- ANCHOR REQUIREMENTS TABLE' I a TH6 INSTALLATION CExlllrwmR TIMT RESPONSMILI r 9ML BE ON THIS SHEET FOR SCALE 3/4' - V-0' _ 7HAT or THE wwUFAnwrFR t/OR DUsrAunL (NAIL FIN MOUNT CONDITION) o FRAME ANCHOR REQUIREMENTS TABLE REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) z OPENING TYPE PRIME/CLIP/NNL FlN TO MINIMUM MINIMUM (SUBSTRATE) I OPENIG FASTENER TYPE EMBED EDGE DW.. ALLOWABLE DESIGN AIT ALTERMYE ATE ANCHORS T IR uTIFI • (1 FRAME SCREWS ALL ALTERNATE ANCHORS IN t11EtR sFE�CIFlEO�� Z MIN. 2X4 WOOD FRAME OR BUCK PRESSURE SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE o THEIR APPLICABLE STANDARD(S) NO. 10 SIAS OR WOOD SCREW 1 1/4" 3WITHDS)AND ARE FOUND 00 (MAN.GIL 3&C=OSS) ' WITH(XO&OX UNITS) TO BE EQUIVALENT TO OR STRONGER THAN THE MIN. 18 GA 33 IM METAL STUD NO. 10 CR.5 SELF TAP DRO L SCREW FULL 1/2' MAX. MAX. ALLOWABLE ANCHOR(S) USED IN TESTING WIH THIS PRODUCT.MIN. t 8'THK A36 STEEL NO. 10 OR.5 SELF TAP DRILL SCREW FULL 1/2; FRAME FRAME PRESSURE 9 z� - 2S'� MIN. 1/8'7NK 6063-75 ALUM. N0. TO OR.5 SELF TA"ILL SCREW FULL 1/2' WIDTH HEIGHT (+/- PST) 06OUATOR LwuMTKW 6 BASED ON APPUCRAE ANCIM 5WU%gOS S . � dX MIN.C-90 CMU OR 2500 PSI CONCRETE (2) 1 4-CONCRETE SCREW 1 t 4' 2' (IN.) (IN.) AID/bi NSOIOMTIDN A RMRZ I'MOU APwOAMX TEST REPORTS TIC o. ws ( INSTALLATION CLIP SCREWS 52 t 4 62 50 TW IN FORCE A�aN 9oN cow MART mn T�EVA MC O CO 1 NNW N IDIIt AT 11ff lIR Of M[tVAUWIOK N Alt EVENT e<CODE Wg u VFRSOM CWVC6/w0/TFS OR N M DV TMT"OR ADOMOIK N �o u MN. ZX4 WOOD FRAME OR BUCK 72 44 50 TDTND 6 mw'LLTm aN THE RDlU CED PR W.PROR TO STAttC NO. 10 SMS SCREW 1 1/4- 1/2' CODE muHWCE NIH na STATIC THE LLNA6&MAM%VU CDMrW o - (E'R)).GR J&G=0.55) 73 1 2 72 2$ TWIN T2 RSrAWTDM EVALUAnW DCNm1 OF RUM UK TW N ow MIN.18.GA 33 KSI METAL STUD NO. 10 GIL 5 SELF TAP DRILL SCREW FULL 1/2- 78 62 25 RW��SPECFU HIRE- ARE QIRRW WN THE TVO C AaEur C4 tA Z TESMr,CODE AND APPUCIME STMMV 04 MR 1/8'1HK A36 STEEL NO. 10 GIL 5 SELF TAP/DRILL SCREW FULL 1/2' 96 62 30 �30 ION. 1ALUM. NO. 0/4'CONCRETE SSCR 1 5 SELF A SCREW F1/ PRESSURE S14OWN IN THIS TABLE 2500 PSI CONCRETE (2) 1 4- 122' IS FOR INSTALLATION GOVERN CONDITIONS (3)NAILING FIN FASTENERSONLY k�r'"' MIN.2X4 WOOD FRAME OR BUCK PRESSURE ON THE WINDOWS ?Q�i s LL s:`� o N0 8 5u5 SCREW 1 3/8" SHALL BE THE LESSER OF THAT ?,yy c O: (W . t2EN.OR.3&C�0.55) / SHOWN 1N THE INDIVIDUAL 3Q aq MIN.2X4 W000 FRAME OR BUCK WINDOWS STATE APPROVAL OR z tl G .91 (MIN.,GR 3&G=0.55) A. ROOFING NAIL 1 3/8' 1/2' THAT SHOWN IN THIS TABLE �7j iVi O �4ty MIN. 1/8-INK A36 STEEL NO.B GR.5 SELF TAP/DRILL SCREW FULL 1/2' I(1)FRAME AND INSTALLATION CUP N SCREWSSHNl BE A PAN OR HEX HEAD SCREW. O.8 GR.5 SELF TAP/DRIU.SCREW �LL t/2' (2)CONCRETE SCREWS SHALL B ELCO E U(SRAMSETEO TAPCONS(CS.OR S...)OR NS(CS.). KVAK-CON OR S S.). 1HLr wr RDr a usni Ta n°t AatLaLr )869 B (3)WHEN SCREWS ARE USED WITH-THE NAIL FIN,THEY MUST BE A WAFFLE HFilO SCREW OR HAVE THEY uCD fq A of anal L A q/�art ,wPao�u PROOucr MR Wi7 SKEET NO. A FLAT WASHER AT THE SCREW HEAD. ANT PADDUCT Rot PAOOUDm A THE Y4AKACIWG I of 5