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GENERAL NOTES ES'E DRAWOlGS ARE APPiJCAB ONLY TO THE PRODUCT OWivr 8r: piFGi{m g{; SPECIFIED.THEY MAY NOT BE USED FOR THE ASSEMBLY B.TA rAxs 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED AN O/9R INSTA.LATION OF ANY OTHER PRODUCT NOR MAY PaT; a,T ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. THEY BE USED FOR RATIONAL AND/OR LOCAL APPROVAL T-le T/w/EIS 7- OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& OF ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER FOR MAX. FRAME WIDTH, SEE n ON ESE DRAMI INSTALLED TO TRANSFER WAND LOADS CT THE STRUCTURE. B 8 S a " 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH NOTE BELOW AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 14" o e 1 e 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR 6" MAX. WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE z MAX. 6" MAX. PR nS € + PRESSURE TREATING CHEMICALS N THE WOOD. Q.C. t"� 5. MATERIALS,INCLUDING BUT NOT L7iitTFD TO STEEL SCREWS,THAT COME INTO --- ---- -- --- - CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF S g FLORIDA BUILDING CODE CHAPTER 20. I 6. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN HEREIN IS CERTIFIED 6" MAX. QUALITY ASSURED BY A FLOWDA STATE APPROVED CERTIFICATION/OA ENTITY&SHALL ( "-I•" BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF i 1 CCii BUSINESS&PROFESSIONAL REGULATION SPEC111CATIONS. PRODUCT ASSEMBLY IS NOT C x a g PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 2 R7 I R 2 ¢ P R QUALITY ASSURANCE SPECIFICATIONS&TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF rc H B FI H H ANY OF THE FOLLOWING APPLY_1)PRODUCT IS INSTALLED WITHOUT A BUILDING I I 11" MAX. Q.C. PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT, 2)PRODUCT 6 FRAME SCREWS WHERE SHOWN AT ( INSTAUZD BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH o I HEAD & SIDES. SEE "FRAME I (AT SIDES) INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE ANCHOR REQUIREMENTS TABLE" ON EMU -F- PRODUCTS CERTIFICATION 'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO THIS SHEEP 1 FOR REQUIREMENTS: t BE INCORRECT OR WCONSIST:NT VTTH WHAT HAS BEEN TESTED. m O _Z B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE ( I WINDOW FLANGE IS o U" PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. O IOPTIONAL & MAY BE F "o 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF z THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT w REMOVED WHEN 0 D. ¢o RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER&/OR INSTALLER. I I REQUIRED BY C~D d Z� OPENING CONDITIONS 0- 0 001) T °m h I ( 3"TO 5" Z S N a z ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: I I z ALL ALTERNATE ANCHORS IN THEIR SPECIFIED c0 SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE I LL ` WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE o ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. I I Z Zro IN5TALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS ANO/OR INFORMATION&RESULTS,FROM APPLICABLE TEST REPORTS THE FLORIDA BUILDING B // _ i W ,,< CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME 2 Z < OF THE EVAUTATON. IN DIE EVENT OF CODE VERSION CHANGES/UPDATES OR IN I IL.__�6" MAX. Z'�zd i THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED - I 0 41a� & PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE.THE MANUFACTURER ----- -'" -----•"''- '- SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE K gog INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING, NO ANCHORS REQ'D Q W2 gsz; CODE AND APPLICABLE STANDARDS. AT SILL EXTERIOR ELEVATION: "� Uz 2 SINGLE WINDOW o FRAME ANCHOR REQUIREMENTS TABLE Lu o M1n SCALE: 3/4"= r—D" s,%au0000a �3io (SUBSTRATE} UM OPENING TYPE FRAME 70 OTYPEG FASTENER EMBED EDGENIMUMI MDIST. NOTE: FOR MAX. WINDOW FRAME eeeeeQ�4. ��yf � s3� (1) FRAME SCREWS DIMENSIONS AND ALLOWABLE Lo,•' - y ;w MIN.(MIN.GOOD FRAME55)OR LICK DESIGN PRESSURE, SEE z NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" APPLICABLE FLORIDA : ORIDA APPROVAL =C) cc3 R. 3 & G .w v� I~" '-x e o � W U K MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 2" x 0 ai�c�: MIN. 1/8"THK A36 STEEL NO. 10 DR. 5 SELF TAP/DRILL.SCREW FULL 1/2- MIN "• Z C 901/8-THK 6063-TS ALUM.CMU/2500 PSI CONCRETE NO, (7)01/4. CONCRFTAP/DRILL E SCREW 1 FULL 122" Q�Q`��`� 6 (1)FRAME SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW DRAWNG N EV. (2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), T1W 'I 414 E RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON 11 (C.S OR S.S.). SHEET ND. 1 OF 2