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GENERAL NOTES: 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE ALL .Ws I'IDT: M. DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL ON THIS SHEET. Rx/Ry'. BE BEYOND WALL FINISH OR STU=. FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE .Ae 2. OPENINGS.BUCKING&BUCKING FASTENERS MUST BE ON THIS SHEET. 6" 6" PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO 4" MAX. 12" MAX. O.C. 12" MAX. O.C. 4" MAX. 3 a a THE STRUCTURE 3. THESE NON-IMPACT RATED,PflODUCT INSTALLATIONS ARE IN Al 2" A2 ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA 3 3 s H BUILDING CODE(FBC). 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE z TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF ( I RESISTING CORROSION CAUSED BY THE PRESSURE TREATING I III^" 4" MAX. CHEMICALS IN THE WOOD.5. MATERIALS. INCLUDING BUT NOT LIMBED TO STEEL SCREWS, w� w j o THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS N= 81 FIN FASTENER WITHIN 2" Rn:T: B2 SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE vT v In v FRAME SCREWS WHERE SHOWN AT HEAD & SIDES. CHAPTER 2D. 4 OF CORNERS & 4 1/2" 4 s B. TO THE BEST OF OUR KNOWLEDGE THE PRODUCT SHOWN = CLUSTER FIN FASTENERS MAX. O.C. WHEN JOB = SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON THIS HEREIN IS CERTIFIED&QUALITY ASSURED BY A FLORIDA STATE w�' AT MEETING RAIL ENDS REQUIRED DESIGN w SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB 0 = APPROVED CERTIFICATION/OA ENTRY&SHALL BE LABELED IN =z SUCH THAT THERE AREA =z REQUIRED DESIGN PRESSURE IS OVER +/-35 A ACCORDANCE WITH THE FOG AND THE FLORIDA DEPARTMENT OF -o PRESSURE IS OVER +/-35 w 0 FRAME FILLER MUST BE USED AT EACH FRAME - BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. J TOTAL OF 5 POSITIONED I PSF: 9" MAX. O.C. WHEN �w PRODUCT ASSEMBLY 6 NOT PART OF THUS OPAWING AND SHALL 4Q m AS SHOWN. SEE 'FRAME JOB REQUIRED DESIGN Co SCREW, SEE SHEET 4 FOR PART DETAIL) BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ¢ ANCHOR REQUIREMENTS < ASSURANCE SPECIFICATIONS&TESTING REPORTS. PRESSURE IS +/-35 PSF I- ------- � 7_ CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE ANY OF THE FOLLOWING APPLY:1)PRODUCT FOR REQUIREMENTS.w� TABLE" ON THIS SHEET OR LESS. SEE "FRAME CONSIDERED VOID IF ANCHOR REQUIREMENTS IS INSTALLED W(1HOUT A BUILDING PERMIT FROM THE APPUCA13LE N Ln Z LOCAL BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED BY p N TABLE" ON THIS SHEET o'^ o L-o ANYONE OTHER TWIN A UCFNSED CONTRACTOR EXPERIENCED IV" O w LL / N O INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE a I FOR REQUIREMENTS. OL j OCCURRED 70 THE PRODUCTS CERTIFICATION ENTITY'S CERTIFICATE I ~�^ THAT CAUSE THESE INSTALAMONS TO BE INCORRECT OR ._L 4" MAX. �ZGN INCONSISTENT WITH WHAT HAS BEEN TESTED. r 0 B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS EXTERIOR ELEVATION: C U�g DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR INSTALLATION CLIPS WHERE EXTERIOR ELEVATION: as IN,- THE INSTALLED PRODUCT. XO WINDOW SHOWN AT SILL. SEE "FRAME 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. XO WINDOW � a'-a WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF SCALE: 3/4" = 1'-0' ANCHOR REQUIREMENTS TABLE" I THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE ON THIS SHEET FOR SCALE: 3/4" = 1'-O" z THAT OF THE MANUFACTURER&/OR INSTALLER. (NAIL FIN MOUNT CONDITION) o REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) z FRAME ANCHOR REQUIREMENTS TABLE rn OPENING TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM � (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. csD ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE (1) FRAME SCREWS ALLOWABLE DESIGN ALL ALTERNATE ANCHORS IN THEIR SPECIFIED Z MIN. 2X4 WOOD FRAME OR BUCK PRESSURE SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND o zo (MIN. GR.3 &G=0.55) (XO & OX UNITS) TO BE EQUIVALENT TO OR STRONGER THAN THE Tn 2w m MIN. 18 GA 33 KS] METAL STUD N0. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" MAX. MAX. ALLOWABLE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. w MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" FRAME 'FRAME PRESSURE _ MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" WIDTH HEIGHT (t/- PSF) INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS zQ 7 MIN. C-90 CMU OR 2500 PSI CONCRETE L2) 1/a"CONCRETE-SCREW 1 1/4" 2" (IN.) (IN.) AND/OR INFORMATION&RESULTS FROM APPLICABLE TEST REPORTS, THE to wa 1VF. THAT IN FORCE AT THFLORIDA BUILDING E TIMON E OF THEEVALUATIOERED N. IN THE EVENT OF CODE a' W . TH THE EVALUATION WAS w (1) INSTALLATION CLIP SCREWS 52 1 a 62 50 w VERSION CHANGES/UPDATES OR W TI/E EVENT THAT NEW OR ADDITIONAL V) w Z R MIN. 2X4 WOOD FRAME OR BUCK 72 44 50 TESTING IS COMPLETED ON THE REFERENCED PRODUCT.PWOR TO STATINGF NO. 10 SMS SCREW 1 1/4" 1/2" CODE COMPLIANCE WRH THE STATE,THE MANUFACTURER SHALL CONFIRM p J- z (MIN. GR. 3&G=0.55) 73 1 2 72 25 WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE ti 10 U5 om MTV. 18.GA 33 KSI METAL STUD N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1 2" 78 62 25 INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH 7};E THEN CURRENT CN t U Z / / TESTING.CODE AND APPLICABLE STANDARDS, n MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 96 1 62 1 30 - � MIN. 1/8"THK 6063-TS ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" PRESSURE SHOWN IN THIS TABLE {{111°1siiii 8IS 3�s 2500 PSI CONCRETE (2) 1/4"CONCRETE SCREW 1 1/4 2" ONLOR ITNHE STALLATION GOVERNING CONDITIONS .. Y. ........ W (3)NAILING FIN FASTENERS PRESSURE ON THE WINDOWS MIN. 2X4 WOOD FRAME OR BUCK NO. 8 SMS SCREW 1 3/8" 1/2" SHALL BE THE LESSER OF THAT : Sm C1" w %U a(MIN. GR.3&G=0.55) SHOWN IN THE INDIVIDUAL Z MIN. 2X4 WOOD FRAME OR BUCK WINDOWS STATE APPROVAL OR -MDo at t I GA ROOFING NAIL 1 3/8" 1/2" THAT SHOWN IN THIS TABLE t) N`LL'1 LL (MIN. GR.3 &G=0.55) �� j D h 3n NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' % MIN. 1/8-THK A36 STEEL (1)FRAM /8-E THK ATION UP SCREWS O. 8 GR. 5 SELF A PAN OR TAP/DRILL HEAD SCREW.FULL 1/2" i��'''6��M (2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (5.5.), TTW THESE ow,w GS ARE APPLIfABIE ONLY TO THE PRODUCT DRAWING NO. REV. RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). EDIFIED.THEY MAY NOT BE USED FOR THE ASSEMBLY 1869 B FIODF, TI/OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY (3)WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE EY BE USED FOR RATIONAL ANTI/OR LOCAL APPROVAL SHEEP NO. A FLAT WASHER AT THE SCREW HEAD. ANY PRODUCT NOT PRODUCED W THE MANUFACTURER 1 OF5 TED ON THESE DRAWINGS