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HomeMy WebLinkAboutWindow Anchors RevisedTARI F 9- Window Anchors Required Window Width in under 23" 25'15/16 27-7/8" 30-3/4" 32" 34" 3 46" 53-118" 60" Anchor Group Anchor Group I Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor GroupAnchor Group Anchor Group A B C DAB C DU A B C D A B C D A B C D A B C D A B C D A B I C D A B I C I D A I B I C D under 23" Jamb 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 _2_ _2 2 2 2 -2--2 2 2 HeadlSill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 .4 4 4 4 4 4 4 6 4 1 4 4 6 4 4 4 8 6 4 6 6 4 25- 5l1 Jamb 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 3 2 2 2 3 2 2 C 3 2 2 2 Head/SIII 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 8 4 4 4 8 6 f4 a 10 6 6 4 39„ Jamb 5 3 3 2 5 3 3 2 5 4 3 2 6 14 3 2 6 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 5 4 3 3 2 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 6 4 4 4 6 4 4 4 8 6 4 4 10 6 6 10 8 6 4 50-5/8" Jamb 7 4 4 4 7 5 4 4 8 5 4 4 8 5 4 4 8 5 5 4 9 6 5 4 9 6 5 4 9 6 5 4 HeadlSM 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 6 4 4 4 6 4 1 4 1 4 8 6 4 4 Jamb 8 5 5 4 j 9 6 5 4 10 6 5 4 10 7 6 4 10 7 6 4 10 7 6 4 10 7 1 6 1 4 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 1 4 1 4 63" Jamb 9 6 5 4 10 6 5 4 10 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 Head/Sill 2 2 2 2 4 1 2 1 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 67" Jamb 10 6 5 4 10 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 11. 7 6 4 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 72" Jamb 10 7 6 5 11 7 6 5 12 8 6 5 12 8 7 5 12 8 7 5 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 76" Jamb 11 7 8 5 12 8 7J^E44 8 7 5 13 8 7 5 Head/Sill 2 2 2 2 4 2 2 2 2 2 4 4 4 4 „ Jamb 12 8 7 5 14 9 7 9 8 5 Head/Sill 2 2 2 2 4 2 2 2 2 2 WV" , "11p InvLG V%d� nLL vv11VL/VYY,7 rCr% 1 rIC CLCvt%1IVI140 VIV Ar7CC 1 -1. U11vICIVJIVNA Ar7VVVN AMC VvINUVVv I IF'-IU-I fr. r'VK SILO NV I Jr1VVVN, KUUNU OF 1 V I lit NLAI AVAILABLE WIU I OR HEIGHT DIMENSION SHOWN ON THE TABLE. TARI F q- Group Anchor Substrate Mtn. Edge Distance Min. O.C. Distance Mirk Embedment Anchor plate Required? A #12. steel SMS (GS) S. Pine 51 ' I" 131 6063-715 Alum. 318" 5/8" ow No A36 Steel 318' 618" 1 .050' No A653 Stud Gr. 33 3/8' 5/8' .04V. 20 Ga. "No #14, steel SMS (135) or#14, 410SS SMS S. Pine 5/a" 1" 13/8' No 6063-75 Alum. 3/8" 5/8" .063' No A36 Steel 318' S/8" .050' No A653 Stud, Gr. 33 318' 618" .045. 20 Ga. No B 114" steel Ultraccn 2.85k Concrete 2-11T 4 1-Vir No Hollow Block 1' 6" 14W No Hollow Block 2-1/2' S" 14W No 1/4" steel Ultracon Hollow Block 1" 6° 14W Yea C 1/4" 410 SS CreteFlex 3.35k Concrete 1" S 13/4" No Hollow Block 2-1/2' S" 14M No #12, steel SMS (GS) or#12, 410 SS SMS S. Pine 6/8' 1" 1318" Yes 6063-75 Alum. 3/8' SIB" .0713' Yes A36 Steel 3/8" SIB" .060" Yes A653 Stud Gr. 33 3W 518" .045' 18 Ga. Yes #14, steel SMS (G5) or#14, 410 SS SMS S. Pine SIB' 1' 1318' Yes 6063-75 Alum. 318, 618"b.�Osw Yes A36 Steel 3/8' 5/B° Yes A653 Stud Gr. 33 318" 5/8' Yes 2.85k Concrete 1"4' Yes 2.8% Concrete 2-1/2' 4' Yes Hollow Block 2-112" 5' Yes (F.ilgdlBlock� !. 2" 4 es 1/4" 410 SS CreteFlax 3.35k Concrete 1" 6• 13/4° Yes 3.35k Concrete 2-1/2" 6' 1' Yes Hollow Block 2-1/2' 8' 14/4" Yes W16" steel Uitracon &5k Concrete 1-1/4" 5' 1314' No Hollow Block 3-1/8" S" 14/4 No Filled Block 2-1/2° 5' 1-3/4 No 1) Vvr1EKt SU65 I KA I E UUNUII IUNS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED LAMINATED GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +70/-70 PSF DP REQUIRED AWNING ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70490. B) FOR THE JAMB, FROM TABLE 3, ANCHORS IN GROUP C HAVE THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 9, A 34" X 61' FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE EXCEEDING THE REQUIREMENT OF +70/-70 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Materiel Min. F,, Min. F. Steel ScreW 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UttraConS 155 ksi 177 ksi 410 SS Elco CreteRex® 12T4 ksi 189.7 ksi 60W5AIuminumLj 16 ksi 22 ksi A36 Steel 1 36 ksi 58 ksi 1 Gr. 33 Steel Stud 1 33 ksi 45 ksi F RECEIVED I MAR 15 2019 ST. Wcil- C..rftye Permitting TABLE 4: Head Snubber Locations Glass Type: PVB (Types 1; 3 & 4) SG (Types 2,5 & 6) None Required 20' max. from each end & 20' max O.C. SAMPLE CONFIGURATIONS: 10" 10" , �{ 4' 14" � � 4" � 4" 10.6" 61" 1 4" �-- 2&' 13" -_�- 13" ►{ 34" PRODUCT REVISED as complying with the Florida Building Code Z,tice Ido 1'1.Orvt4. yb Eizm ' a Date IBy f' ti I N 0 U_ 0 e � %��•�'• 'cLOIDP � R� _ L fcNG��• A. L ILLER, P.E. P.E.# 58705 FOR GLASS TYPES: 1 TeRI P r- Design Pressure (pst) for Single Windows, All Anchor Groups Window Width under 23" 5'1 v�/1' 27-7/8" 30-3/4" 32" 3,V 37• 46" 5&1/8" 60" under 23" +701-90 +70/-90 +70/-90 +70/-90 +70/- 90 +701-90 +70/- 90 +70/- 9 +70/- 90 01- 90 r15/1 +701- 80 +�i Od T +70/- +70% +701- +70/- 9D +TOII- 90 +701- 9 +70E- 90 + 0% 90 Ix 37 +70/-90 +70/-90 +70/- 90 +70/- 90 +70/-90 +70/-90 +70/-90 +701- 90 +701-81.1 0/ 71.2 50-5I8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-69.2 +70/-77.9 6(" +70/- 90 +701-90 +70/- 90 +701-86.5 +70/-83.7 +701-79.6 +70/-74.3 63" +701-90 +70/-90 +701-82-3 +70/79.4 +701-75.6 +701-70.1 67" 90 +70/- 90 +701-83.5 +70/-76.3 +701-73.4 +/-69.4 72" r_+701-90 90 +701-87.2 +701-77.4 +1-69.3 +1-65.4 76" 90 +701-84.6 +701-75.2 +/-65 84" 90 +701- 80A +701- 70.8 TART F R- WINDOW HEIGHT 4 k-WINDOW WIDTH 1 1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN) "PVB"= TROSIFOL7PVB BY KURARAY AMERICA, INC. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16" 27718" 3"14" 32" 34" 37" 46" 53-118" 60" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grate A B C D A B C&D A B C&D A B.C&D A B,C&D A B,C&D A 13,C&D A B,C&D All All under 23" +70/90 +701-90 +701-90 +70/-90 +70/90 +7N-W +701-90 +701-90 +70/90 +70'-90 +701-90 +70/-90 +701-90 +70/-90 +70/90 +701-90 +70I-00 +70/-W +70'-90 +701-90 +70f-90 +70/-9D 2515116" +70/90 +701-90 +M/-00 +701-90 +70190 +70r 90 +70190 +70/-W +70/A0 +70f-90 +70/-90 +70/-90 +70190 +70/-W +7019D +70/90 +70V90 +70/90 +70/90 +70/90 +70/90 +70PW 39, +701-00 +70/ 75.2 +70f-89.9 +701-00 +70r-83.1 +701-90 +701-00 +70177.4 +70/90 +70/-90 +701-00 +70/-90 +701-90 +70/-90 +70190 +70/90 +M/-87.4 +70190 +701-90 +70/90 +7Q/$1.1 +70r 71.2 g50518 +70/-723 +/-57.9 +1-69.3 +701-90 +/-64 +70/-90 +701-00 +/-W.6 +70/ 90 +7N-W +70/-81 +701-90 +701-77-9 +70%90 +70r-73.3 +70/90 +/.67.3 +701-Ma +/54.2 +70177.9 60" +/fir +/48.8 +/.%5 +70/-90 +/-54 +70/$66 +7040 +/-5D.3 +701-60.6 +701-M +1.68.4 +MR6.5 +/95.7 +70/937 +/91.8 +70r 79.6 +/56.8 +71Y 74.3 63 +158.1 +1-46.5 +/55.7 +70188.7 +/51.5 +70%825 +7p/ 9D +/ 47.9 +70/-76.8 +701-90 +155.1 +701.823 +/$26 +70179.4 +/58.9 +7W 75.6 +/5d.1 +7d 70.1 TARLF 7- RECEIVE® VAR 0 5 2919 ST. Lucie County, Permitting 10" MAX. FRAME ASSEMBLY TUBE WINDOW HEIGHT ADDITIONAL WINDOW ANCHOR WIDTH (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Design Pressure (pso for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15116" 27-718" 30-&4" 32" 3C 37" 46" 53-1/8" 6(" Anchor Group Anchor Group I Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All A8 All All A 8 C& D A B C& D A B C D A S C D A B C D under 23" 1 +70/ 90 +70/--90 +70/ 90 +701-90 +70/90 +70/90 +70/96.2 +701-90 +70/-90 +70/ 79.2 +70/-90 +70/ 79.5 +/-63.7 +70/ 76.3 +70190 +1-68.9 +/-65.2 +/-66 +70190 +/91 +/.48.9 +/-58.5 +701-9D 25-15116" +70ASD +701-90 +70f-90 +70/-90 +70/-90 +70/90 +70(-90 +701-90 +70/-87.6 +701-90 +70190 +70/70.5 +701-90 +70/ 90 +70%80 +/.61 +70/-90 +70/90 +70/.90 +/fi4 +701.86.6 +70190 +70/90 39" +701-90 +70/90 +70190 +70190 +70/90 +70/90 +70/90 +70/90 +701.87.4 +70190 +70190 +70/ 70.3 +701-75.1 +70/-89.9 +70/-90 +/-50.7 +/-65,1 +701-77.8 +70/91.1 +/44.9 +/97.6 +/98.9 +70/41.2 50.5/8, +70/90 +70/90 +70190 +70/90 +701--90 +701-85.5 +70/90 +70190 +70! 78.6 +70/99.2 +70i-89.2 +/-63.2 +70/ 77.9 +70/ 77.9 +70/ 77.9 60" +70/90 +701-90 +70/90 +70/96.5 +70/-8&7 +70179.6 +70/ 79.6 +70/ 79.6 +70/-74.3 +701-74.3 +701-74.3 $ 63" +70/90 +70/90 +70/90 +701-M3 +70/ 79.4 +70176.6 +701-76.6 +70/ 75.6 +70/ 70.1 +70/ 70.1 +70/ 70.1 67" +70190 +70/-90 +70/-83.5 +70/ 76.3 +70/ 73.4 +/.69.4 +/99.4 +/-69.4 72" +70190 +70/-87.2 +70/-77.4 469.3 +195.4 76" +70/90 +70/94.6 +70/-75.2 +/95 W+70/-90 +70/50.4 +70/-70.8 NOTES; 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. L FRAME WINDOW ASSEMBLY HEIGHT TU� 10" MAX ADDITIONAI WINDOW I ANCHOR WIDTH Imo- (4),IFREQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHOR �+ REQUIRED FOR THE FRAME ASS TUBE. rr PROXIVC'11 REVISED as COUIPW.9 vrM the Floddla Building Code Acceptance No SImp?>'atioa Date T tidgdu�t U � J O J W Z o` C �W- 0 r- r co LL m W �- -..I ..0 ;, y ti N LO W 0 H 0 04 ui ui coD 0 Z W Z i C0 io N °. 3 c y W Z �i k O 4 0 Q fn w m rn ONO t) a1 >-r4)i � �� o_' I ®� _ o O 0 H C Q Uv.. azo w Fjv U�� O O U \\\ % „ _ � Ar /// 'ONAL S' Af *414 MILLER, P.E. P.E.# 58705