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HomeMy WebLinkAbout11.5.20 A-6 Review Coments reply S S U M M I- I3" VTR DESIGN & FORENSICS, INC .v 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 2"v (772) 285-0572 BRIAN J. MASKOL FL PE #66080 PRODUCT APPROVAL 1-1/4"v Approval Glass Building Rated Product Rated 1-1/4"V Number Product Model Number Manufacturer Type Attachment Method Design Pressures Design Pressures 2" 2" LAV SERIES 130 1/4" x 1 1/4" min embedment Tapcons Ca? Head & Sill sHWR NOA# 19-0603.02 Fixed Window FIXED WINDOW CGI Impact & Jambs See Sht. A-6 +/- 61.3 We ,-1/2 SERIES 120 1/4" x 1 1/4" min embedment Tapcons © Head & Sill 3" I n J 3 VTR NOA# 17-0918.09 Roller 2 PANEL CGI Impact & Jambs See Sht. A-6 +/-65 HORIZONTAL ROLLER SERIES 110 1/4" x 1 1/4" min embedment Tapcons @ Head & Sill 3" 3"V NOA# 17-1018.08 SINGLE HUNG SINGLE HUNG CGI Impact & Jambs See Sht. A-6 +/- 75 i 2 AUTO Aluminum e> e> e> I VENT 2"V NOA# 18-0926.06 Outswing Door Series 450 WinDoor Inc. Impact 1/4 x 1 1/4 min embedment Tapcons at 19 o.c. max. See Sht. A-6 +/-70.0 3" KIT 1-1/4"V SINK 2" 1-1/2"V FL 11602.10 Roof Underlayment Titanium Owens Corning 3/8" dia. head ring shank roofing nails with 1" dia. 4" LAV Roofing & Asphal plastic caps 2" 1-,/2" DM Class 1700 #10 x 1" pancake head fasteners (2 per clip) 1-1/2"V FL 30751.4 Roof Panel 26 ga Snaplock Dynamic Metals Clips spa. at 18" o.c. max. and 4" from ends See Sht. A-6 -176.0 1-1/4" 4" J 3" VTR 3" 3" WC LAV 1-1/2" 1 3" 3" 4" -1/4"V WC 2 2' 3" WSHR "V 1-1/4"V 4" 2" 1-1/4"V 4" 1-1/2" LAV LAV H Z LL1 1-1/2"V 2" 3 4" Z � O TUB a 0 2 3" I- 2" U Z (n U-1 LU WC 0 2" Q a SH WR LLJ PLUMBER RISER DIAGRAM TO SYSTEMITARY z 0 NOT TO SCALE D * PLUMBER TO LOCATE SEWER C0 AND WATER CONNECTIONS w o F N 0 i 3 \ / oLU 5.75/12 2 1 ``\ 2`\ I I V) LU 2 / I 2 J L - - � \\2 \\ // // 1 co `� � Allowable Wind Pressures 5.7512 LU � o Q / I 3 2 \\ `\ // I I End Wind Trib. Zones - PSF U > LL �_ `- - - - - - - - - - \ \\ // 1 Zone Speed Area 1 2 3 4 5 z 5.75/12 5.75/12 I `\ `\ 2 2 \ 1 +33.5 +33.5 LU LU 1--q \ 1 \ <10 s.f. -30.6 -53.8 -78.8 -36.3 -44.8 LU LL z ----------- ------------- --- i 2i\ \ 2 1 � Q \ / I +31 .9 +31 .9 i- 4 \l 1 / 160 20 s.f. -29.8 -49.0 -73.6 -34.8 -41 .8 J 3 3T-2----2- 1 \\\ 3 3 3 3 2 1 // i 4 ft. mph � z 5.75/12 �_ \ 2 2 1 / +29.9 +29.9 w H H 50 s.f. -28.6 -43.3 -66.9 5.75 12 5.7102 5.7 /12I I21 \ \ \ \ -32.7 -37.8 U LL co I / / 5.75/12 I `\ 1 \ `\ 1 `\ 2 2 1 // +28.5 +28.5 O 5.75/12 �, I \ \ 2 \\ 2 2 \ \ \ > I 2 � / I 100 s.f. -27.7 -39.1 -61 .8 _31 .3 -34.8 z � � O � 2 3 3 \ \\ // 2 +24.9 +24.9 w Q J J ---- --- I I \ 2 3 3 \ \ 2 // 1 I 500 s.f. -27.7 -27.7 z = 5.75/12 \ z o 1 5.75/12 1 12 1 1 // / \ \ 2 / 1 / �/ 1 I Gross pressures are for windows, doors, framing, z /� 2 \\ 1 1 `�\ \ 1 I roofing, and other building components and cladding. ON Q z 5.75/12 I \ 5.75 12 _ _-_-_ 2 / 1 2 Roof Zones: 1 thru 3 0 / \ 1 \ 5.75/12 / i 2 // /// 2 2\\ 1 2\ `\\2 2 `\J Wall Zones. 4 and 5 z 5.75/12 I / / 2 \ I \ \ 5.75/12 // / 2 // `\ 2 � - 2 - - -� / 2 I 1 1 \\ 2 2 3 3 / 1 2 DATE / 2 3 1 1 2 1 \ DESIGNED 5.75/12 5.75 12 I I 1 1 J 3 I I 1 1 \ I GMW o5-28-20 5.75/12 I i 12 /// 2 2 1 1 1 5 5 GMW DRAWN 05-28-20 2 �� I I I / \ i I i 4 i i 4 i CHECKED 5.75/12 I I I 2 /�`\ 2 `� 2 I 12 I /// \\\ 1 2 i 4\o I i 5 / \ 2 I I I / 2 2 \ 1 5 � � � JOB NO. --- --- I 5.75/12 i 3- 1 F -3 I v 2 // \\2 J 4�0.. �'° 2�2�' 119 F 3�- 2 1 1 2 -_- L- - - - I F / \ L-----------J 2 -� 3- z- - - - - - - - - - 3� Wind Zones - Walls ----------------------- --- - - 3 2 3 Roof Pan scale: 1/8" = 1'-0" Wind Zone - Roof Pan A_6