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rAx crs 73' MAX. FRAME WIDTH 710' MAX. FRAME WIDTH 12' 12' 6" MAX. 12' MAX. O.C. 12 MAX. O.C. 6'MAX. 6" MAX. MAX. 12" MAX. O.C. MAX. k$a o.c. O.C. A7 5' 4' 4" S. A2 At 5"1.4" 4'1.5' A2 5" 4' 4' 5' Al 6" MAX. JE £ 2 2 2 2 2 g r— — ——— — — — — -- —� r— — — — — --- -- --- — — — --I@ 6' MAX. I I I I 6" MAX. X % X 0 % X —1-, 0 I I 3 2 B 8 FRAME SCREWS WHERE I FRAME SCREWS SHOWN.SEE"FRAME I 33 1/4 MAX. D.L 0. I I WHERE SHOWN. SEE 1 51 1/2' I I = REQUIREM -!FRAME-ANCHOR . . O. - - _ _ ------ TABLE'ON THIS SHEET c0 . REQUIREMENTS TABLE' = I FOR REQUIREMENTS. I o6 = I ON ETAS SHEET FOR W B C1 D 13 W B C1 C1 B U v C2 INSTALLATION CUPS U I I v INSTALLATION CUPS OPPOSITE OPPOSITE 2 WHERE SHOWN.SEE I I WHERE SHOWN. SEE I 'FRAME ANCHOR I Z W N —� 'FRAME ANCHOR ► u1 r o�"' REQUIREMENTS TABLE" N 17 REQUIREMENTS TABLE" 17 �_ N F a^o 17 m ON THIS SHEET FOR ¢ I ON THIS SHEET FOR I I I I o a W a o 16' MAX. I LOCK REQUIREMENTS. (CUPS i I LOCK REQUIREMENTS. (CUPS LOCK I 16 MAX. = Ir J M O.C. I I MAY ALSO BE USED I I I MAY ALSO BE USED I I O.C. a cai o)m" AT HEAD SCREWS IN U OF I I / FRAMEAT SCREW IN S OF I S 6• I / ' I I / I s' MAX. cD N U 9 9 GO INSTALLATION 3-3- 3,3 INSTALLATION 3'3- t Gyp CLIP Z 4• MAX. 15" MAX. O.C. 15' MAX. O.C. 4" MAX. 4" MAX 15' MAX. O.C. 15" MAX. O.C. 15' MAX. O.C. 4" MAX. z 01 EXTERIOR ELEVATION: EXTERIOR ELEVATION: rz�o zc XO OR OX WINDOW XOX WINDOW Sa W¢ SCALE 3/4' = V-O' SCALE 3/4' = 1'-0" 03 ?� CORNER CONSTRUCTION ^� Zd��V, fBEldE YEutTFRS ARE MITMED&FUUY WELDED. GENERAL NOTES: W z W UCN•YEYOERS ARE YRERE➢@ Fl1LLY M'IIDED. 1. TH6 PRODUCT HAS BEEN TESTED.ANALYZED&APPROVED FOR DESIGN PRESSU RES NOT TO EXCEED Ea ALLOWABLE. DESIGN PRESSURE THOSE SHOWN IN THE 11111 DESIGN PRESSURE TABLE(S)'. NT j Z Fa n EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/OR ry0 OR OX UNITS & XOX UNITS 2 OPENINGS.WCIQNG&BUCIONG FASTENERS MUST BE PROPERLY DESIGNED&D15T9M TO TRANSFER T=nx W INFORMATION&RESULTS FROM APPLICABLE TEST REPORTS THE FLORIDA BUILDING `'� WIND LOADS TO THE STRUCTURE J CODE MON CON9DQtED YARN THIS EVALUATION WAS THAT IN FORCE AT THE TIME .1 ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS&SHALL NOT VARY Of THE EVAL.UADOR IN THE EVENT OF CODE VERSION CFMINGES/UP647ES OR INALLOWABLE PRESSURE UNLESS SPECIFICALL RAWN Y MENTIONED ON THE OGS SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL § THE EMIT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT. MAX.WINDOW FRAME BE BEYOND WAIL FINISH OR STUCCO. N 3U^ d PRIOR 10 SLATING CODE COMPLIANCE WITH THE STALE.THE MANUFACTURER SHALL SIZE IN POSITIVE N(PSF) 4. THIS PRODUCT HAS BEEN DESIGNED N ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF THE .•+;;Ei)!,. CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED ( � 5. IRS BURRING CODE(ERG)FOR NON-HIGH VET.00fIY HURRICANE LANES(NON-FNFIZ). � ' . 3 BE HERE-IN 6 CURRENT WT H ALL CURRENT TESTING,CODES AND APPLICABLE (�� ( � SdURER YARRE REQUIRED BY CODE.TED&MUST BE MUTTERED WITH A FLORIDA CODE APPROVED `G�, '^�'%t.' � STANDARDS XO OR OX UNITS IL ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUGLES OR WOOD FRAMING SHALL IS FRAME ANCHOR REQUIREMENTS TABLE t2)73 X 62 1 30 30 BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. OPENING TYPE FINAYE/C11P/NNL FW TO 1@IU[UY MNNUY ENCING THESE DOCUMENTS DETERMINE THE POSITIVE&NEGATIVE DESIGN (M73 X 50 37 49 ACCORDANCE WITH GOVFRMING CODE AND GOVERNING TWIND VELOCITUSE WHEN Y. FOR WIND LOAD CALCULAMORSN (SUBSTRATE) OPQUNC FASTENER TYPE EMBED EDGE D6T. (1)73 X 36 37 49 ;PD PEHtC7E11 WITH ME FLORIDA E ASCE-7 STANDARD. BUILDING CODE A DIRECTIONALITY FACTOR OF Kd=085 MAY BE •a �: .•s-, _ dl (1) FRAME SCREWS & INSTALLATION CUP SCREWS XOX UNITS B. MATERIALS.INCLUDING BUT NOT LIMITED M STEEL WREWS.THAT COME INTO CONTACT WITH OTHER MN.2X4 WOOD FRAME OR BUCK DISSIWLAR MATERIALS SHILL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE •• 3J NO.10 SYS OR W000 SCREW 1 1/4' 3/4- M 110 X 62 30 30 9. TO THE BEST OF OUR KNOWLEDGE THE PRODUCT SHOWN HEREIN IS QUALITY ASSURED BY A FLORIDA ':�'-f. %< et: (UDR CR.]&c o55) cd 110 X 50 31 41 STATE APPROVED CE)mFlCADON/QA ENTRY&SHALL BE LABELEDINACCORDANCE WITH THE FBG AND THE o.�A.,``••.••`..{�C• �'I W' YN.18 GA 33 KSI METAL STUD N0.70 CR 5 SELF TAP SCREW FULL 1/2' FW.——MIMENT OF BUSINESS&PROFESSIONAL REGULATION SPECWICATIDNS. THESE DRAW=SHOW MIN 1 a-THK AM STEELNO.10 GR 5 SELF TAP RILL SCREW FULL 1/2' 0 STEEL REINFORCEMENT ON BOTH MEETING ALL APPLICABLE ETEVAMON.COMBINATION.INSTALLATION&COUPARATNE ANALYSIS CONDITIONS AS IAN.1 a'7HK 6063-TS ALUM. NO.10 GP 5 SELF TM IL SCREW FULL 12- STILES DETERMINED THROUGH 7ESDNG&ENGINEERING RATIONAL ANALYSIS. PRODUCT ASSEMBLY SKA L BEN Td:iT'• C-90 CMU 2500 PSI CONCRETE (2)11,17 CONCRETE SCREW 1 1/4' 2- IO STEEL REINFORCEMENT ON THE OPERABLE ACCORDANCE WITH THESE DRAWINGS.THE YANUFACRORER'S QUALITY ASSURANCE SPECIFICATIONS&7ESIIW c o. -7997 (1)SEWS SHALL BE PM HEAD OR HEX HEAD SCREW MEETING STILE&ALUMINUM SCREWS 10.CERTIRCATION OF THIS PRODUCT SHILL BE CONSIDERED VOID IF IT IS INSTALLED WITHOUT A BUILDING �598 r.. SHIE-RFJL.fIW RAMSET/RID REINFORCEMENT ON THE FIXED MEETING PERMIT FROM THE APPLICABLE LOCI.BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE BRIER (2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS.F1C0 CRET sHEEr No. HEAD TAPCONS OR KYAK-CON IL(HARDENED STEEL ET SS). STILE THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. OF 3