19-20831 - Laserfiche WebLink

Browse Search

GENERAL NOTES e.: M.D< 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED FOR MAX. FRAME WIDTH, SEE FOR MAX. FRAME WIDTH, SEE ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. TABLE BELOW TABLE BELOW —I.. oi/oc/E. 2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE Al _ 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH ` 8 AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). ^0 2 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE s PRESSURE TREATING DING CUT IN THE WOOD. � ' S. MATERIALS.INCLUDING BIN'NOT LIMITED TO STEEL TTHESCREWS.THAT COME INTO B FLORIDA UIIH OTHER E CHAPTER MATERIALS SHALL MEET THE REQUIREMENTS Of 3 FIN FASTENER WITHIN 2" OF CORNERS 3 FLORIDA BUILDING LODE CHAPTER 20. O O U 6. TO THE BEST OF OUR KNOWLEDGE.THE PRODUCT SHOWN HERON IS CERTIFIED w & 9" MAX. O.C. SEE "FRAME ANCHOR „�, Q2 C5 a M &QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTITY& m REQUIREMEMS TABLE' ON THIS Go 8 v SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS SHEET FOR REQUIREMENTS. g NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE a C1 MAN FACTIIREWS DUALITY ASSURANCE SPECIFICATIONS&TESTING REPORTS. r B p r k 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF g ANY OF THE FOLLOWING APPLY:1)PRODUCT IS INSTALLED WITHOUT A BUILDING w w _ 3 PERMIT FRO N M THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2)PRODUCT IS - INSTALLEU BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALITONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE cD — — — �N PRODUCT'S CERTIFICATION ENTRYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT Will WHAT HAS BEEN TESTED. B. THE(FAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE I■ PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING U Z OF THE INSTALLED m PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. L� I.. O O.ri rn o THAT RESPONSIBIUIY SHALL BE THAT OF THE MANUFACTURER&/OR INSTALLER. � xQ FRAME SCREWS WHERE SHOWN AT X ��o M SIDES. SEE "FRAME ANCHOR < F- a ' T REQUIREMENTS TABLE' ON THIS a o z¢N �AUATON EVALUATION IS BASED ON APPLICABLE ANCHOR STANOMOS AND/OR INFORMATION&RESULTS � B7 � SHEET FOR REQUIREMENTS. � FROM APPLICABLE TEST REPORTS THE FLORIN BUILDING CODE VERSON CONSIDERED WITH THE 't EVALUATION WAS THAT IN FORCE AT TIC THE OF THE EVALUATION IN THE EVENT OF CODE VERSION / j �— I N W< .. CWWGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESIWG IS COMPLETED ON THE 0 W n- REFERENCED PRODUCT,PRIOR TD STATING CODE COMPLIANCE WITH THE STATE.THE MANUFACTURER SHALL -- 4" MAX. Z CL 'CONFIRM WITH THE INSTALLATION EVALLIATXIN ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WIIH THE THEN CURRENT TESTING.CODE AND APPLICABLE STANDARDS. C..D 3 EXTERIOR ELEVATION- �o FRAME ANCHOR REQUIREMENTS TABLE =z Ri EXTERIOR ELEVATION: SINGLE WINDOW W OPENING IWE FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. SINGLE WINDOW SCALE: 3/4'= 1'-0" me - (1) FRAME SCREWS SCALE: 3/4' = t'-D' (FRAME SCREW MOUNT CONDITION) o< MIN. 2X4 WOOD FRAME OR BUCK (NAIL FIN MOUNT CONDITION) �o L,o (MIN. GR.3 &G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" � z0 m MIN. 18 GA 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' S nW. w a MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' ALLOWABLE DESIGN III inz8 MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" PRESSURE No z -=CeA MIN. C-90 CMU OR 2500 PSI CONCRETE (2) 1/4'CONCRETE SCREAM 1 1/4' 2" (SINGLE WINDOWS) z a� � (1) INSTALLATION CLIP SCREWS -' MAX. MAX. ALLOWABLE a ail z MIN. 2X4 WOOD FRAME OR BUCK FRAME FRAME PRESSURE F-egg N0. 10 SMS SCREW 1 1/4' 1/2' �klffi =�z (MIN. GR.3&G=0.55) WIDTH HEIGHT (+/- PST') ee,�f,111111f// 'fmMIN. 18 GA 33 KSI METAL STUD N0. 70 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' (IN.) (IN.) e *d3�N AMIN. 1/8"THK A36 STEEL N0. 70 GR. 5 SL7F TAP/ORIEL SCREW FULL 1/2" 48 63 30 .,MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2' 36 72 30 %Q • bV `o 2500 PSI CONCRETE (2) 1/4'CONCRETE SCREW 1 1/4" 2" 36 63 35 _O:y N CC:-v(3)NAILING FIN FASTENERS -Tn zr�:0MIN. 2X4 WOOD FRAME OR BUCK N0. 10 SMS SCREW 1 3/8" 1/2' i7 � OLD y(MIN. GR.3&C=0.55)MIN. 2X4 WOOD FRAME OR BUCK //�6Y '•••••.. o No (MIN. GR.3&G=0S5) 11 GA. ROOFING NAIL 1 3/8" 1/2' � b �Y, �MIN. 1/8'THK A35 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' ' 1 11» ` #W MIN. 1/8"THK 6063-T5 ALUM. NO. 8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: rr ALL ALTERNATE ANCHORS IN THEIR SPECIFIED 3 (1)FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE (2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND ESE DRAWINGS ARE APPLLGBLE ONLY TO ME PRODUCT OHAWING NU. REV. RAMSET/RED HEAD TAPCONS(C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). TO BE EQUIVALENT TO OR STRONGER THAN THE SPECIHED.THEY MAY NOT BE USED FOR THE ASSEMBLY �gggA B (3)WHEN SCREWS ARE USED WITH THE NAIL FIN,THEY MUST BE A PAN HEAD OR WAFFLE HEAD ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. O/OR INSTALATON OF ANY OTHER PRODUCT NOR MAY SCREW OR HAVE h FLAT WASHER AT THE SCREW HEAD. MEY BE USED FDR RATIONAL AND/OR LOCAL APPROVAL SHEET N0. OF ANY PRODUCT NOT PRDDUCCO BY ME MWUFAGNRER 1 OF 8 STATED DN TH ORAWIN