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Home My WebLink AboutConstruction PlansPlanning &Development Services Department ROM Building & Regulations Division 'W 01 Product Review Affidavit Building Permit# EVINRUDE PAVILION - Owners Name Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows N/A Mullions Fixed Glass Block Glass Skylights Slldin Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material �loU,ta —4i + I cae.�. ivy -AP �� l -o i l II u1 '��FI*ICro A-I-i Onr PLar..1 �G+tMEtrl Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. PAUL WELCH P.E. PAUL WELCH P.E. DN oa PAUL ELCHP.E. WELCH HE, e �N. cr—PgUL WEIGH L W o, H Name amd+ AULWELCHINC® OLCOM.-U$ .Signature: OzW 2MOU4145607.N'OD Design Prof: PAUL WELCH INC Cert. No. 29945 Date: ON PLAN A'f ?.4 "O,C, MAK -T-W) =Tui: 401IV I- (-r-r?) ROOF FRAMING PLAN 3/8" s( Planning & Development Services Department ® Building & Code Regulations Division - "- - - 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1SS3 Certification for Design Load Compliance Project Name: EVINRUDE PAVILION Project Address: 12075 S. INDIAN RIVER DR. Permit#: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): _ Enclosed X Partially Enclosed _Open 3. Risk Category: X I fl IR IV Exposure Category: _ B C X D 4. Design Wind Velocity J(V� mph ft& ASD N/A LRFD End -Zone Width: 5 ft S. Mean Roof Height: ft Roof Pitch: 4 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used- JPSF, based on SOsgft @ 15'MRH, clearly label on all plan openings): Zone 1: 36.2 Zone 2: 36.2 Zone 3: 36.2 Zone 4: 53.4 Zone 5: 53.4 Garage: N/A 50.0 77.5 -108.6 -56:9 -67.2 N/A 7. Design Loads: Floor: N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: _ N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT* I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Curt Auth. Paul Welch Inc. ON PLAN 5/21/2020 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address EKI SCOPE OF WORK - CONSTRUCT NEW PAVILION PER PLANS AS SHOWN THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR EXISTING BUILDINGS CHAPTER 7 AND 8. NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017 FOR EXISTING BUILDINGS. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY- 2500 PSF (MIN.). 3) PAD FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1'/z" SUSPENDED SLABS: 1 +/z" 5) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. 9) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 3) TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. J a + - yOT-rub � Lt, � 171 J t _ _ Wfoob 2AiL itJ(4 efIf ) R/EL tibL ZX 12'• 'WO0 6 17y EG M l�f¢ woo t fOOK 3/8" SCALE ,i 1 ELECTRICAL KEY SYMBOLS -- SINGLE POLE SWITCH LIGHT FIXTURE FAN BOX/LIGHT TABULATION IPAVILION I 1241 Sq. Ft.1 2 v D -- (fC)i� REVIEWED FOR CODE COMPLIANCE ST.,LUCIE COUNTY BOCC r PAUL WELCH INC. j MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE# 114 PORT SAINT LUCIE, FL 34984 PHONE EMAIL (772) 785.9888 PWELCHINC@AOL.COM PAUL WELCH P.E. FL. REG. No. 29945 E u J a U. irn C7 ai @ in Z C n J M N W C _J 0 0 a ti I W SUSSMAM PARS. ROOFING ATTACHMENT nts... PER NOA#17-0413.01 DP: -113.1 PANEL FASTENER: 49 HEX HEAD WOODSCRE W, HEX -HEAD W/ SELF SEALING WASHER IN THE. RIB OF THE PANEL, 3/16" MINIMUM PENETRATION THROUGH THE PLYWOOD, ALL FASTENERS TO BE CORROSION RESISTANT, FASTENERS SHALL BE INSTALLED WITH SCREWS SPACED PER BELOW: ZONE 1, 2, &3 : SCREW SPACING 12" O.C. AND 6" O.C. ACROSS PANEL AT PANEL ENDS METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S.. SPECIFICATIONS AND DETAIL THIS SHEET. UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES UNDERLAYMENT SHALL BE APPROVED ASTM D 226 TYPEII 304 ROOFING FELT. UNDERLAYMENT APPLICATION. UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 4 INCHES AT SIDES AND 6 INCHES AT ENDS, UNDERLAYMENT SHALL BE FASTENED WITH CORROSION RESISTANT TINCAPS AND 1'/d' ANNULAR RING -SHANK NAILS, SPACED -6" O.C. AT ALL LAPS AND TWO STAGGERED ROWS I T'i O.C. IN THE FIELD OF THE ROLL. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH ROOF PANNEL INSTALLATION. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE. MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND. ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT LESS THAN PROVIDED IN FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS. ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH NOA# 17-0413.01AND FBC 2017. ALUM. RAIL BR.KT X! THICK WITH (2)-#12X 2" X 2" X I/8t' THICK ALUM. SCREWS TO POST TOP PLATE 3/d' X 3/d' X 1/16" THICK ALUM. $I K ,Ts SPACED SO LESS •--� iAN 4" CvEAN t3ETEEN - 2" X 2" X 1/8" THICK ALUM. a POST AT 48" O.C. MAX SPACING m 2" X 2" X 1/8" THICK ALUM. BOTTOM PLATE ALUM. POST BASE''/a" THICK WITH (4)- #12X 2" SCREWS TO DECKING AND (4) - #12 X %- % SMS TO POST _ _.,..... WOOD DECKING TYPICAL RAILING DETAIL nts... SEE RIM JOIST ATTACHMENT 2XI0 WOOD COLLAR TIE AT METAL ROOFING OVER 30# EACH SIDE OF EACH RIM FELT OVER 19/32" CDX JOIST OVERLAPPED ON RIM PLYWOOD ROOF SHEATHING JOIST WITH (2) '/z" THRU WITH 8D RING SHANK NAILS JOIST WOOD SYP#2 RIM BOLTS EACH END 10 2X 10 WOOD (SYP#2) RI JOIST TYP. OF 4) (SYP#2) PER DETAIL (TYP. OF 4) ( 2X10 WOOD (SYP#2) RIM JOIST EACH CORNER 4X4 WOOD BLOCKING 14" LONG (TYP. OF 4) -__. -(2)-"SIMPSON" HTS20.WITH - +` (20) -IOd NAILS EACH ROOF JOIST (2)- 3/8" THRU BOLTS E CH ONE COLLAR TIE ABOVE CUT RIMJOIST DOWN TO S%z" WAY — — — -- OTHE COLLAR TIE �. ALUM. DRIP EDGE RIM JOIST ATTACHMENT DETAIL nta...-1 X 8 CEDAR FASCIA OVER ,/�-2X6 WOOD SUB -FASCIA COLLAR TIE DETAIL nts... (PLAN VIEW) NON-VENTEDT&GSOFFIT j DBL 2X12 WOOD HEADER WITH z" CDX PLYWOOD 2X10 WOOD (SYP#2) RIM JOIST 2X10 WOO k SPACER GLUED AND NAILED D COLLAR TIE AT EACH SIDE. W/ 10d NAILS AT 8" O.C. (2)- #10 X 3" SCREWS EACH OF EACH RIM JOIST OVERLAPPED ON RIM JOTS STAGGERED TOP AND WITH (2} /a" THRU BOLTS EACH END - SIDE ANGLED TO ATTACH BOTTOM BOTH SIDES DBL 2X12 WOOD HE DER / JOIST TO RIM JOIST o WITH Yz" CDX PLYW OD 1X6 T&G CLG WITH 3" FINISH NAILS AT EACH JOIST.. , SIMPSON LCE4 @CORNER 0 SPACER GLUED AN NAILED 2X6 WOOD (SYP #2) ROOF POSTS WITH. (24)-16d NAILS) W/ lOd NAILS AT 8" O.C. JOIST AT 24" O.C. STAGGERED TOP AN — "SIMPSON,, HUS210 WITH (40)- 16d " NAILS EACH JOIST SIMPSON LSTA 18 W/ (14)- 10d BOTTOM BOTH SIDE - -gy : �_ _^ 1 d EACH EAC H ROOF JOIST N" MTS16 WITH (14)- NAILS AT CORNER POSTS (1) P.T. 2X6 WOOD DECKING WITH PER HEADER (2)- #I OX3" SCREWS EACH JOIST 2 X 8 P:T. WOOD Y-B GE DBL 2X12 WOOD HEADER P.T. 8X8 WOOD POST WITH (2)- %z" X 5''/z" G 2X10 WOOD COLLAR TIE WITH''/z" CDX PLYWOOD 2 X 12 WOOD JOIST AT 24" O.C. o I SCREWS TO HEADE AND SPACER GLUED AND NAILED — I RAILING PER. ,t � DETAIL u POST 2 410 X 3" SCREWS EACH W/ 10d NAILS AT 8" O.C. JOIST ANGLED TO ATTACH CLG JOIST LAPPED TO ROOF STAGGERED TOP AND DBL 2X12 P.T. WOOD BEAM CLG JOIST TO COLLAR TIE JOIST AND ATTACHED WITH BOTTOM BOTH SIDES GLUED AND NAILED WITH I Od � 2-#IOX3 " SCR EWS S NAILS AT 8" O.C. STAGGERED P.T. 8X8 WOOD POST' 2X4 WOOD (SYP #2) WOOD. O � TOP AND BOTTOM BOTH CLG JOIST AT 24" O.C. -1. WAYS E _ O L IX6 T&G CLG WITH 3 FINISH NAILS AT EACH JOIST (2)-'/<" THRU BOLTS EACH V J POST TO BEAM ^ Q Z LL. FINISHED GRADE . Lm 0 TYPICAL Y CE DETAIL nts... TYPICAL ROOF JOIST ATTACHMENT nts... �- POST EMBEDED INTO 3 t4 Z CONCRETE 12" ' #5 BAR X 18" LONG THRU ^ J Lu POST TWO WAYS yI ^ a3 * i J - 42" X 42" X 24" DEEP (2500 PSI) �' O p Q CONC. PAD FOOTING -WITH #S c — 1 BARS AT 8" O.C. BOTH WAYS d LLI A I � �, T `6 a- , /" SCALE r ,� �" L b-y 44t_ A i" �d ION IIAS( 14'_ 4.n IZ,, 4„ TYPICAL POST DETAIL nts 4" 4 Pv - -- I I ( I I DBc 2x ly;' KIM Solh^( cr�J FOUNDATION SCHEDULE N F-I 42" X 42" X 24" D (2500 PSI) CONCRETE PAD FOOTING W/ #5 BARS AT 8" O.C. BOTH WAYS HANGER SCHEDULE "SIMPSON" HUS210 WITH (40)- 16d 1 �J 'SIMPSON" HUS212-2 WITH (20) - 16d I I I � f r 1rYP, MLVILWED FOk CODE COMPLIANCL ST. LUCIE/1COUNTY BOCC 0 py si N3/8" SCALE PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE#1 14 PORT SAINT LUC1E, FL 34984 PHONE EMAIL ' (772) 785-9888 PWELCHINC@AOL.COM _ PAUL WELCH P.E. FL. REG. No. 29945 MAY 2 8 2020 k� 4 �I x Ti k a 1 ^j. j � 41 j RwAi d 1 `_E q {i r �^ ^r V1 qI t w �v 1 y ,� 0I wC o i .I �I a Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: EVINRUDE DECK Project Address: 12075 S. INDIAN RIVER DR. JENSEN BEACH, FL Permit #: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED; (complete all that apply) 1. DESIGN CODE: Florida- Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open 3. Risk Category: _ 1 X 11 III_ IV Exposure Category: _ B C X D 4. Design Wind Velocity 165 mph 128 ASO N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 15.3 ft Roof Pitch:N/A :12 parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft CA 15'MRH, clearly label on all plan openings): Zone 1: 2510 Zone 2: 25.0 Zone 3': 25.0 Zone 4: 43.3 Zone 5: 43.3 Garage: N/A -39.7 -69.0 -102.1 -47.0 -58.0 N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: N/A.. PSF Roof/Live: N/A Balcony:. N/A PSF Dock: N/A PSF Deck: 40 PSF Stairs: N/A PSF Fence: N/A PSF Railings: 50/200 PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ON PLAN 9/5/2020 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL SLCCDV Form # 020-12 Revised 3/15/12 (1S) Company Name & Address • e I, SCOPE OF WORK CONSTRUCT NEW DECK AT WEST SIDE OF EXISTING RESIDENCE PER PLAN. NOTES: 1) THE CONTRACTOR SUBCONTRACTOR SUP PLIER, PPLIE ECT. SHALL VERIFY ERIFY ALL DIMENSIONS, CONDITIONS AT JOB I S TE PLANS, SPECIFICATIONS, ECT.. 2 STRUCTURAL FEATURES NOT DETAILED N THE SE ESE PLANS NS WILL BE �_ ••-- - ` _ _.__ ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 2" X 2" X i/13s THICK ALUM. _ _ - , -' - - - 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER TOP PLATE SCALED DIMENSIONS. `- 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE 3/4" X %" X 1/16" THICK ALUM. (FBC)'2017AND THE FBC 2017 RESIDENTIAL. , PICKETS SPACED SO LESS .- — _ti 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY THAN 4" CLEAR BETWEEN HEAVY TERMITE INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2" X 2" X 1/8" THICK ALUM. 2017 FOR EXISTING BUILDINGS. �— POST AT 48" O.C. MAX SPACING STRUCTURAL NOTES T 2"X 2" X 1/8"THICK ALUM. 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. BOTTOM PLATE 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). ICI ALUM. POST BASEV4"'THICK , 3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. WITH (4)- #12X 2" SCREWS TO 4) `MINIMUM CONCRETE PROTECTION FORREINFORCINGBARS: DECK114G AND (4) - #12 X'/4" FOOTINGS: 3" BEAMS: 1 %a" SUSPENDED SLABS: 1 %" SMS TO POST ____..,_ ,_.. 6) ALL LUMBER IN SHALL BE PRESSURE TREATED. ALL HARDWARE SHALL BE STAINLESS STEEL OR H.D. GALV. WOOD DECKING 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. TYPICAL RAILING G DETAIL 8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE till nts... SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. I i �I r L r 2X6 P.T. WOOD DECKING OR �I 514 COMPOSITE DECKING -may„ i DBL 2 X 12 P.T. WOOD BEAM WITH (2) - #10 X 3"SCREWS WITH'/z" P.T. PLYWOOD EACH JOIST 7Z SPACER GLUED AND NAILED WITH I OD NAILS AT 8" O.C. 2 X 8 P.T. WOOD JOIST AT 12" BOTH SIDES STAGGERED TOP O.C. (PER SCHEDULE), 6�f AND BOTTOM "SIMPSON" AC4 WITH (28) 16c�USE LCE4 WITH (24)- 16d AT END POST), / P.T. 4X4 WOOD POST _ F "SIMPSON" HUS26 WITH (20)- SIMPSON ABU44 WITH (12)- 16d EACH JOIST (USE LUC21 O—` _ 16d AND (1)- 5/8"m X 12" WITH (10)- 16d AND (6)- 1 Od X I ANCHOR BOLT AT JOIST "J2") I FINISHED GRADE 4;F "^ y (23UU PSI) CUNC. FOUNDATION (PER ' SCHEDULE) Iti� ltE ' SCHEDULE P P.T. 4X4 WOOD POST DBL 2 X 12 P.T. WOOD BEAM WITH V2" P.T. PLYWOOD SPACER GLUED AND B NAILED WITH I OD NAILS AT 8" O.C. BOTH SIDES STAGGERED TOP AND BOTTOM J 2 X 8 P.T. WOOD JOIST AT 12" O.C. J2 2 X 12 P.T. WOOD JOIST AT END FI 24" X 24" X 24" DEEP (2500 PSI) CONCRETE PAD FOOTING WITH (3)- #5 BARS EQUALLY SPACED BOTH WAYS F2 36" X 36" X 24" DEEP (2500 PSI) CONCRETE PAD FOOTING WITH (3)- #5 BARS EQUALLY SPACED BOTH WAYS R RAILING APP PERIMETER 36" MIN. ABOVE DECK F.F.E. I) 2X6 P.T. WOOD DECKING OR 5/4" COMPOSITE DECKING WITH (2) - # 10 X 3" SCREWS EACH JOIST M LU