HomeMy WebLinkAboutJONES door permit - DigiSign MS (1) ARCHITECT
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Cerf:ficaEian for Design Load Compliance
Architectonic Inc
I. DESIGN CODE:Florida_?_ff,,10tDkte1-1 1 -code 2020 Edition w/20_supplements using ASCE 7-16
2. Structure Design is: Enclosed Partially Enclosed Open Building
3. Risk Category:,,,,_„_I II,_,-,,,•III,,,,,_iV Exposure Category: 806 DELAWARE AVENUE
9 t7'� _8 „_„_D Adjustment coefficient �r 7�1 FLORIDA 34950
,PIERCE
4. Design Wind Velocity 6Limph• -A$D,_,,,_,LRFD End Zone Width, ft. T.FORT RT 460 PIERCE,
5. Mean Roof Height: jL ft. Roof Pitch:l<W�T-12 Parapet_ft. T. 7'72 460 4244
751
G. Components&Cladding Design Pressure used:(PSF,based on Actual sq.ft.@ f 'MRH(worst case)
Zone 1:- f)/ Zone2,--±Zone 3:•31V"Zone4:--_%eg Zone 5:-'�Garage: WWW.ARCHITECTONICINC.COM
7. Design Loads: Floor.AL PSF Roof/Dead:I)/A PSF ROof/Llve I /A PSF Balcony:.,_ PSF STATE REG#AA26003348
Dock:_PSF Deck:-r PSF Stairs:_PSF Fence: PSF Railing: PSF
8. Were Shear Walls Considered for Structure?Xe Yes,,._,,,,,,Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? Yes,,,,_Nat applicable Explain Why Not: COPYRIGHT 2020
10. Minimum soil bearing pressure 2000 P.S.F. PROJECT
JONES
DOOR CUT-IN
ST. LUCIE COUNTY, FLORIDA
PRODUCT REVIEW
PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL. GLASS ATTACHMENT METHOD CLIENT
DESIGN DESIGN # TYPE
PRESSURES PRESSURES
(WORST
CASE)
FRENCH ZONE 4-36.9 -70 PGT INDUSTRIES FD-555 NOA# IMPACT 3/16-ULTRACON5 @ 9.5"MAX.O.C.,4"ON
DOOR ZONE 5-44.4 20-0427.05 CORNERS,1-3/e MIN.EMBEDMENT AND 1"
DISTANCE TO EDGE
SLIDING ZONE 4-3ti.9 -100 PGT INDUSTIRES 5570/277fl NOAt# IMPACT X"ULTRACON @ 24"MAX.O.C.8"MAX.FROM
GLASS DOOR ZONE 5-44.4 21-0205.03 CORNERS,V MAX.FROM BOTTOM,1-3/8"MIN.
EMBEDMENT AND 1"MIN.EDGE DISTANCE
THE SEAL HEREON 15 PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE.THE ACCEPTANCE OF THESE
PRODUCTSAND METHODS 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,
CONSULTANTS
DOOR AND WINDOW BUCK FASTENING
1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 1Z O.C.WITH THE DOORS
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
MIN. OF 1.1/4"EMBEDMENT INTO CONCRETE(THROUGH FRAME)BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH
AMENDMENTS.
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH '/,"X 3-1/4"TAPCONS AT 12"O.C.WITH DOORS
AND WINDOWS FASTENED WITH#10 WOOD SCREWS SPACED PER PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4"INTO BUCK, BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH G-o `2 r REGISTRATION
AMENDMENTS
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NAELJ Fq� `� Michael Seal
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MICHAEL J. SEAL,AIA
AR96898
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