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HomeMy WebLinkAboutBuilding Plan( SUPERSEDES ALL PREVIOUS SITE PLANS)PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVALf# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) WINDOW ZONE 4-28 -80 PGT INDUSTRIES SH 700 FL# IMPACT Y." ULTRACONS @ HEAD 18-1/2" MAX. FROM TOP ZONE 5 -34 239.3 CORNERS, JAMBS-17-1/2" MAX. FROM TOP CORNERS, 15" MAX. FROM BOTTOM CORNERS AND 6" BELOW RETAIL MTG RAIL, 1-3/4" EDGE DISTANCE DOOR ZONE 4-28 -75 PLASTPRO SERIES O FL# IMPACT Y.." TAPCON @ 14" MAX O.C., 6" TYPE FROM EACH ZONE 5 -34 FIBERGLASS 25210.1 CORNER: WITH 1-1/4" MINIMUM EMBEDMENT & 2-1/2" EDGE DISTANCE ROOF ZONE 1-24 -129.25 JA TAYLOR ROOFING 5 V CRIMP FL# N/A #9 X 15 CORRLSION RESISTANT WITH SEALING WASHERS ZONE 2 40 17443.1 W/ MIN. 5/11P PENETRATION OF ROOF DECK @ 6" O.C. ZONE 3 -60 PERIMETER & MAIN FIELD FASTENING @ 12" O.0 SIDING ZONE 4 -28 -105 JAMES HARDIE HARDIE SOFFiTT FL# IMPACT 6d X 2" GALVANIZED BOX NAILS 4" MAX. O.C. FROM ZONE 5 -34 PANELS 13265.1 THE CORNER UNDERLAYMENT ZONE 1-24 N/A POLYGLASS USA, INC. POLYSrICK TU FL# N/A PEEL AND STICK (SELF -ADHERED) ZONE 2-40 PLUS 5259.1 ZONE 3 -60 I nr JrML ncncUl'4 la rnuVILJCU UIVLY IV INWILAI t UUK KCVItVV ANU A1'rKUVAL FUK Ubt OF YKUUU(.15 US 1 tU FUK 1 Hib b 1 KULI UKt. I Ht ALLLPTANLt OF THt5t PRODUCTS AND 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. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS J -S�-tio3 1 &Well # Date: - Reviewer: INTERIOR FINISH CLASSIFICATION WALL FINISHES CLASS B FLAME SPREAD OF 26-75 SMOKE DEVELOPED 0 - 450 PER SECTION 803 TABLE 803.5 CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORMING WITH GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH MANUFACTURER'S RECOMMMENDATIONS, AND BE IN IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 636 FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS U MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 CLASS 1, 0.45 WATTS/CM2 OR GREATER CLASS II , 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW. TABLE 2506.2 TABLE 2508.1 GYPSUM BOARD MATERIALS AND ACCESSORWfq tri-gTat I a-rinti nF I;YPSUM CONSTRUCTION MATERIAL Accessories for gypsum board Adhesives fur fastening gypsum wallboard STANDARD ASTM C 1047 ASTM C 557 Exterior sollit board ASTM C 931 Fiber-reinrorced >Xp uul pariels ASTM C 1278 Glass mat gypsum backing panel ASTM C 1178 Glass neat gypsum substrate ASTM C 1177 Gypsum backing board and gypsum shaftliner board ASTM C 442 Gypsum ceiling board ASTM C 1395 Gypsum sheathing ASTM C 79 Gypsum wallboard AS'l'M C 36 Joint reinforcing tape and compound ASTM C 474; C 475 Mails Tot' gypsum boards ASTM C 514, F 547, F t 667 Predecorated izypsuni board ASTM C 960 Steel screws ASTM C 954; C 1002 Steel studs, load bearinb AS'€'M C 955 Steel studs, nonload bearing ASTM C 645 Standard specification 1'or « psura board ASTM C 1396 _ Testing gypsum and gypstim products AS7 M C 22, C 472; C 473 Water-resistant = suln backiiig board ASTM C 630 MATEAIAL ... .._.___..._--- STANDARD _Gypsum board GA-216; ASTM C F40 Gypsum sheathing ASTM C 1280 {) )stint veneer base ASTM C 944 Interior lathing and furring ASTM C 841 Steel framing for gy Lsum boards ASTM C 754; C I N7 al v we A J O LINTEL SCHEDULE MANUFACTURER; CAST CR£T£ LINTEL NO, LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L 1 2'10" 6113# 44601t 8F36/1T2B L 2 3'-6" 61131t 3547# SF16/IT-18 L3 40-0" 611311 307911 BF16/1T-16 L 4 4'-6" 611311 4 " 2724# 2.24VF SF16AT 1B L5 5'4" 5365# 22909 8F16/1T-1B L 6 5'16" 4360# 2093# 8F16/iT-1B L7 6'-6" 3480# 1880# 6 4 SF16/IT-18 L8 7'-6" 2661# 1634# 8F16/1T-1B L9 9'-4" 1843# 1133# 8F16/1T-1B L 10 10'-6" IS330 914# SF16/1T-1B L 11 110411, 1366# 7989 8F16/1T-1B L12 121-0" 1254# 3-tip+$ 7230 Z6�"r $ BF16/1T-1B L 13 1314" 1075# 606# BF16/1T-10 l 14 14'-0" 1002# S59# 8F16/IT 1B L 1S 14'-8" 1370# 519# 8F16/1T-IB L 16 15'-A" 1250# 4851t SF16/1T18 L 17 17'-4" 950# 404# 8F16/ST-1B L 18 191-4" 7500 347# 8F16/1T-1B L 19 21'-4" 5984 3061t SF16/1 -18 L 20 22'-0" 550# 29511 8F16/1T 18 L 21 24' 0" 4500 267# SF36/1T-18 RECESSED LINTELS MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4'-4" 5206# 26354 8F14/1T-IB AL-2 4'-6" 52069 2525# 8F14/1T--IB RL-3 5'-8" 45671t 1960# 8F14/IT-1B RLA 5'-10" 42421t 19000 SF14/IT iB RL-5 6'-8"- 31201t 16S1# SF14/2T 1B RL-6 7'-6" 24S90 1462H SF14/1T-18 RL-7 9'-8" 156" 1135# 8F14J1T-in NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. SE�24r II -7-A1 4 +-t .- 151�g11�/ry t r� gN2'3 A--h24 Ite Certification for Design Load Compliance 1. DESIGN CODE: Florida 5UtL7tta G code 2017 Edition w/20_ supplements using ASCE 7-10 2. Structure Design Is: iC Enclosed Partially Enclosed Open Building 3. Risk Category: _I I It ,__,,,_,,, III _ _ IV Exposure Category: K 8 ___C -,_D Adjustment coefficient 1 I C, 4. Design Wind Velocity 1 mph _ASD ^,,,,LRFD End Zone Width Al tt. 5. Mean Roof Height: 11 R Roof Pitch: 5 :12 Parapet ___,_ft. � 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 'MRH (worst case) Zone 1:- 2-4 Zone 2:- 40 Zane 3:- &D Zone 4:-.LL Zone Garage: 7. Design Loads: Floor: S PSF Roof/Dead: 1'% PSF Roof/Live 30 PSF Batcony:l3/P PSF Dock: tI/APSF Deck: N/APSF Stairs: OhN PSF Fence: a/A PSF Railing: a/A PSF 6. Were Shear Walls Considered for Structure? % Yes ___,Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? X Yes _____Not applicable Explain Why Not: 10. Minimum soli bearing pressure 2000 P.S.F. w STRUCTURAL. NOTES: 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.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP. A. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3' BEAMS 1-1/2' COLUMNS 1-112' 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. A. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 7, t DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 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 802/ACI 530.0/ASCEB 1o. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFF€DAVIT, 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: CONTRACTOR TO FIELD VERIFY ALL DEMINSIONS PRIOR TO TRUSS FABRICATION WALL LEGEND EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED 8 i f i 1 111 PROPOSED CONCRETE BLOCK WALLS „ PROPOSED 2 X 4 FRAME WALLS BUILDING INFORMATION: 2017 FLORIDA BUILDING CODE BUILDING AREA: OFFICE 730 S.F. ENTRY 72 S.F. TOTAL BUILDING AREA 802 S.F. GROUP: B BUSINESS OCCUPANT LOAD PER TABLE 1004.1.2 730/100 = 7.3 TOTAL OCCUPANT LOAD 8 CONSTRUCTION 'TYPE: TYPE VB ALLOWABLE AREA PER TABLE 503: GROUP B 9,000 S.F. BUILDING IS NON-SPRINKLERED REQUIREMENTS FOR AREA OF IMPROVEMENTS REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES 1 WATER CLOSETS 1 WATER CLOSETS 1 LAVATORIES 1 LAVATORIES 0 SERVVCE SINK 0 SERVICE SINK 0 DRINKING FOUNTAIN 0 DRINKING FOUNTAIN REQUIRED EXIT WIDTH 36„ PROVIDED EXIT WIDTH PROVIDED 36" REQUIRED NUMBER OF EXITS PROVIDED NUMBER OF EXITS 1 REQUIRED ADA CORRIDOR WIDTH 42" PROVIDED ADA CORRIDOR WIDTH 60" TRAVEL DISTANCE ALLOWED 200' TRAVEL DISTANCE PROVIDED 44' I hilt j SHEET TITLE / SHEET NUMBER 0 NEUJ Ll.�'�C' <. F:1L,4N EXISTING / DEMO PLAN CUT a CAP ABANDONED - CONNECTION 2FT OR LESS DEVELOPED LENGTH FROM ACTIVE WASTE LINE TO PREVENT DEAD-END. FLUMEINC� FL/4N UJ/4STTE SCALE 1/4" = 1'-0" aCIVCMIAL IVV 1 CJ: REMOVE EXISTING PLUMBING FIXTURES AS INDICATED. CUT a CAP EXISTING WASTE & WATER CONNECTIONS AS NECESSARY. i. FIELD VERIFY WASTE INVERT ELEVATIONS PRIOR TO ROUTING LINES. I. ROUTE WATER LINES ALONG UNDERSIDE OF ROOF OR ABOVE CEILING AS INDICATED. IBC i IVV 1 Ca7. IO REMOVE EXISTING WATER CLOSET. 2O REMOVE EXISTING LAVATORY. 3O REMOVE EXISTING TUB / SHOWER. 40 REMOVE EXISTING SINK. 50 ROUTE I" WATER UP ABOVE CEILING. 6O PROVIDE VALVE BOX FOR REFRIGERATOR V 0 2" VENT THRU ROOF. 8� TANKLESS WATER HEATER ON WALL BELO ACTIVE WASTE LINE ACTIVE WATER BRANCH CUT B CAP ABANDONED - \ CONNECTION \� LESS IMMEDIATELY AT ACTIVE PED LENGTH BRANCH CONNECTION TAKE -OFF TO PREVENT DEAD -LEG. UJ�4TER DEMCa DE=T,4 w Q 0 0 z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design Reg. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 a .o w� zQo w w U � z aw v U Q w W w n E-� w C4 O O d' U Q c0 w ro Q C^/J� W W Q I- U w W U z (� o of Q (� ~a 0 w Z Q U LLi I— of U z w W w O0 O O 0' 6-- N O a- N w ENGINEER SEAL G3 ISVOBO /// ` O / * No. 60982 ° 0 �3 STATE OF gyp. <U. " F•°••°< 0 R �IOI 1111 Eric J. Svoboda, PE P.E. No. 60982 THESE DOCUMENTS, ALONG WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT OF FORT PIERCE ENGINEERING, INC. FOR WHICH THEY WERE PREPARED. REUSE OR IMPROPER RELIANCE ON THESE DOCUMENTS WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY FORT PIERCE ENGINEERING, INC. SHALL BE WITHOUT LIABILITY TO THE SAME. COPYRIGHT©2020, FORT PIERCE ENGINEERING, INC. ALL RIGHTS RESERVED. SHEET TITLE PLUMBING FLOOR PLAN ISSUE DATE: 04-15-2020 I DRAWN: EJS APPROVED: EJS I DRAWING NUMBER I SHEET 2 OF 3 20001-05 A.A•v' I I WASTE - VENT RISER SCALE: N.T.S. A 1 46 �.1 1�211 3/4II I,� i � REF 1�211 WASTE - VENT RISER SCALE: N.T.S. In Z O N w Of W Q 0 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design Reg. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 Q .o w� z> QO w LL- U � z a Lij 0o Qw w w� w 04 ao Q Lo LL rn z o w U LLw w F-o wU z �� w 0 o Q w a 0 LL z o � w E- of F- � U =) w w� w o� 02 o 'or� N O A- (]- N w ENGINEER SEAL 3''SVOeo'�. 16 *� No.60982 STATE OF � �iF•':�OR�OP'�� O I U Eric J. Svoboda, PE P.E. No. 60982 THESE DOCUMENTS, ALONG WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT OF FORT PIERCE ENGINEERING, INC. FOR WHICH THEY WERE PREPARED, REUSE OR IMPROPER RELIANCE ON THESE DOCUMENTS WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY FORT PIERCE ENGINEERING, INC. SHALL BE WITHOUT LIABILITY TO THE SAME. COPYRIGHT ©2020, FORT PIERCE ENGINEERING, BE ALL RIGHTS RESERVER SHEET TITLE PLUMBING WASTE -VENT & WATER RISER ISSUE DATE: 04-15-2020 DRAWN: EJS APPROVED: EJS DRAWING NUMBER P 3 SHEET 3 OF 3 20001-05