HomeMy WebLinkAboutDrawingPRODUCT REVIEW
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BENCHMARK ENGINEERING
BOWDOIN G. HUTCHINSON P.E.
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950
P.E. # 70878
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Certification for Deslstn Load Compliance
1. DESIGN CODE: Florida 1n141 iklcode 2017 Edition w/20_ supplements using ASCE 7-10
tk 2. Structure Design is: A Enclosed _ Partially Enclosed _ Open Building
i 3. Risk Category: _I X ll _ III ,_IV Exposure Category: B _C `D Adjustment coefficient I_O
L001. Design Wind Velocity i t-Lmph _ASD LRFD End Zone Width 4-' ft.
S. Mean Roof Height: l ti ft. Roof Pitch: LP 5>"12 Parapet _ft.
Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. Q 30 'MRH (worst case)
zone 1:. H& Zone 2:-t3/A Zone 3: t /%l Zone 4:-Z_aZone 5:- 361( Garage: P )P-
Design Loads: Floor. PSF Roof/Dead:C`r`%PSF Roof/Live L'SiPSF Balcony: _PSF
Dock: PSF Deck: PSF Stairs: ,PSSFF Fence: PSF Rolling: PSF
8. Were Shear Walls Considered for Structure? Z Yea _Not Applicable Explain Why Not:
4-9. Is a Continuous Load Path provided? Yes _Not applicable Explain Why Not:
° 10. Minimum soil bearing pressure 2000 P.S.F.
I DATION WEEP SCREED
30kt FCLr
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PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL #
APPROVAL #
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN
TYPE
CASE)
PRESSURES
WINDOWS
ZONE4-29.8
+60/-55
SILVERLINE BUILDING
70 SERIES
FL#14911.5
IMPACT
#8 WOOD SCREW 3" FROM END AND 6"D.C. WITH 1%"
ZONE 5-36.1
PRODUCTS
SINGLE HUNG
MIN. EMBEDMENT
MULLIONS
ZONE 4-29.8
+60/-55
SILVERUNE BUILDING
MULLION
FL#6067.2
4# 12 WOOD SCREW WITH MIN. iX"EMBEDMENT
ZONE 5-36.1
PRODUCTS
ANCHOR CLIP
AND X."EDGE DISTANCE
DOOR
ZONE 4.29.8
+/-SO
PLASTPRO
GLAZED
FL#17347.5
IMPACT
#10 X2X."PFH WOOD SCREW 6"FROM END AND 14"
ZONE 5-36.1
1 FIBERGLASS
I
O.C. WITH 1 %" MIN. EMBEDMENT
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND ME I HUD5 OF
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
THIS OFFICE FOR THESE PRODUCTS.
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 60
COMMON OR ROOFING NAILS HAVING A MIN.1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES WI A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS 3/1' MIN.
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BENCHMARK ENGINEERING
BOWDOIN G. HUTCHINSON P.E.
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950
P.E. # 70878
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