HomeMy WebLinkAboutPlummer Porch Addition PlansPRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL #
APPROVAL #
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN
TYPE
CASE)
PRESSURES
ROOFING
ZONE 1 -39.1
-82.5
GAF
EVERGUARD
FL3445.1
N/A
ONE OR MORE LAYERS TREAD SAFE INSULATION
ZONE 2 -51.8
THERMOPLASTIC
FASTEN WITH DRILL-TEC # 14 WITH 1" EMBEDMENT @
ZONE 3 -66.5
ROOF SYSTEMS
18" AND 24 O.C. EVERGUARD PVC: XK OR EVERGUARD
PVC SMOOTH INDUCTION WELDED TO DRILL-TEC RHINO
BOND PVC XHD PLATES OR DRILL-TEC RHINOBOND PVC
XHD TREAD SAFE PLATES
THE SEAL HEREON IS PROVIDED ONLY IU INDICAI t OUR REVIEW AND APPROVAL FUK UDt Ur rKUUUk-IJ uQ�I ru rkJK I HISS I KUCI UKt. I M AIL LtrIANl.t ur in rar rnuuuLia Arvu ivir i nuu., ur
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.
ROOF HEATHING NAILIN9 ZONE INFO.
ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD
ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O,C PERIMETER & 4" O.C, FIELD .
NOTES.:
19/32" CDX PLYWOOD SHEATHING
25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT .SHALL. BE PEEL,&.STICK OR.30# FELT.COMP.LYING W/ ASTM-D226.
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(FOUNDATION SCHEDULE
S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN
COMPACTED TREATED FILL.
F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS,
D-1 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION
SET IN EPCXY AND TIED TO NEW FOOTING STEEL.
D-2 # 5 DOWELS DRILLED 6" MIN. INTO EXISITING FOUNDATION
SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL.
NOTE: REMOVE EXISTING PATIO SLAB AS REQUIRED FOR NEW FOUNDATION
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STRUCTIJRA Nam4TE5,
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.8,1. MIN,
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
BEAMS
COLUMNS
5. FILL (SOIL) SHALL. BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE SEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION.
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8, PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 4" MINIMUM BEARING, SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/ACI 530.0/ASCE6
10. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA
BUILDING CODE.
"NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z-MAX COATING OR BETTER.
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 CORROSIONRESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D
COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES W! A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS %" MIN.
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Certifioation for Cle i L csa t Compliance
1. DESIGN CODE: Florida : F o a.M(code 2020 Edition w/20 ,� -, supplements using ASCE 7-16
2. Structure Design is: _ _ Enclosed _ }e' Partially Enclosed Open Suiiding
3. Risl(Category: ____t ?s it -III ____.IV Exposure Category: 7"-B r,,,C _D Adjustment coefficient 1,0
4. Design Wind Velocity )&Omph _ASD _;LRFD End Zane Width ft.
5. Mean Roof Height: 5'-ft. Roof Pitch: I / 4:12 Parapet __-__ft,
6. Components 8 Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 'bra MRH (worst case)
Zone 1:-37 s t ,Zone 2:-�- - ,,� Zone 3:-44 15Zone 4:- 1$'1 Zone 5:3A, 5 Garage: ti?/'A.
7. Design Loads: Floor: ? E PSF Roof/Dead: ( S PSF Roof/Live PSF Balcony: _PSF
Dock -PSF Deck: _ PSF Stairs: � PSF Fence: - - ___ _ _ P
PSF Railing: SF
8. Were Shear Walls Considered for Structure? X Yes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? Yes ___-_Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
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ARCHITECT
Arch itiveocitionic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
PLUMMMER
PORCH ADDITION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
�ECSIvr-
-1D
110
�
? mini+
REGISTRATION
J,£'
MICHAEL J. SEAL, AIA
AR96898
NO. DATE REVISION
SHEE I I ITLE / SHEET NUMBER
zK4C 4
PROJECT NUMBER
DATE fy?3 13--
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