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HomeMy WebLinkAbout750 Emerald Ave_ CD2.1_ permit set 5-5-21_ signedGSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GAZEBO750 Emerald Ave, Fort Pierce, FL 34945A-1 misc 5/4/21IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T A-1 A-2 GN-1 misc site MISC 2'10'10'2'2'10'2'TYP BEAM: (2) 2x10. ATTACH TO POST W/ (2) 1/2" BOLT. LAMINATE PER NOTE 21.3/GN-1 TYP RAFTER: 2x6 @ 24" OC. ATTACH EA END TO EITHER BEAM W/ S. H2.5A. LOAD +300/-300# EA END TYP PURLIN: 2x4 FLAT @ 24" OC. ATTACH TO EA RAFTER W/ (2) 3.5" SCREW POST: 6x6 PT NEW GAZEBO3'-10"2"8'8'-5 1/4"2' DIA 6"6"12'-9 7/16"2' RAFTER BEAM- NOTCH POST 1.5" POST ROOF: METAL OVER PURLINS PAVERS PER POOL PERMIT #5 THRU POST EW GRADE FASCIA: METAL DRIP OVER 1x2 DRIP OVER 1x8 TO RAFTER W/ (2) 12D ALL WOOD: #2 SYP PT ALL CONC: 2500 PSI MIN 10'10'10'TYP POSTSECTION 1NEW GAZEBO ITEM TYPE ID 1 BUILDING DP 2 PRODUCT DP GLASS  TYPE 5 MFR MODEL APPROVAL # FASTNERS 6 ROOFING metal ALL 56 128.3 N/A Metal Sales 26 ga FL 10999.4 screw per approval @ 9"  lateral, 24" longit PRODUCT APPROVAL AFFIDAVIT 1. 'ID' as per door & window schedule, or all meaning worst case of all similar items of that type. 2. If building dp are left blank‐ see door & window schedule or design pressure chart. 3. This affidavit is only to verify product's compliance with wind loads. 4. Unless products are specifically submitted for verification by contractor, they are assumed. 5. If glass type is not specified more than 'impact', may use any of the impact glass type in the install instructions to achieve the stated building design pressures. 6. If fasteners is left blank, may use any of the specified attachment methods in the install instruction matching structure provided to achieve the stated building design pressures. 7. 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. FLOOR PLAN SCALE: 3/8"= 1'-0" SHEET INDEX FRAMING PLAN SCALE: 3/8"= 1'-0" SECTION 1 SCALE: 3/8"= 1'-0" PROJECT DESCRIPTION NEW 200 SF COVERED GAZEBO. ZONING INFORMATION: parcel id: 2309-801-0029-000-2 AR-1 (St Lucie County) flood zone: 'X' DocuSign Envelope ID: 93BAFAAB-1B05-4FD8-AAE9-115017550AC1 5/5/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GAZEBO750 Emerald Ave, Fort Pierce, FL 34945A-2 site 5/4/21IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T10'7'10'10'+/- 4'20' SY SB 30' RY SB 50' FY SB 20' SY SB EXTG RESIDENCE NEW GAZEBO EXTG POOL EXTG SPA ARCHITECTURAL SITE PLAN SCALE: 3/32"= 1'-0" DocuSign Envelope ID: 93BAFAAB-1B05-4FD8-AAE9-115017550AC1 5/5/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GAZEBO750 Emerald Ave, Fort Pierce, FL 34945GN-1 MISC 5/4/21IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T Job#: WIND (MWFRS - Open Building) Wind Analysis Method Analytic Directional Procedure Basic Wind Speed (ultimate)145.00 MPH Topography Factor Kzt = 1.00 Directionality Factor Kd = 0.85 Gust Effect Factor G = 0.85 Roof Pitch 2.00 :12 9.46 DEG Roof Eve Height 8.000 FT Peak Roof Height 9.000 FT α =9.5 Mean Roof Height 8.000 FT zg = 900 Terrain Exp. Category C Velocity Pressures q z =.00256K z K zt K d V 2 Height (ft)Kz qh h =8.00 FT 0.849 38.84 psf L = Span of Pitched Roof B = Length of Building L = 10.5 L/B = 0.29 B = 36 h/L = 0.76 Design Pressures p = q h GC N Transverse Direction:Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD. (Wind direction perpendicular to ridge.) Design Pressure (psf) h (ft) qh (psf)CNW CNL qhGCNW qhGCNL Load Case A: Clear Wind Flow 8.00 38.84 1.100 -0.326 36.31 -10.77 Load Case B: Clear Wind Flow 8.00 38.84 0.174 -1.174 5.74 -38.75 Load Case A: Obstructed Wind Flow 8.00 38.84 -1.495 -1.000 -49.36 -33.01 Load Case B: Obstructed Wind Flow 8.00 38.84 -0.822 -1.674 -27.12 -55.26 Longitudinal Direction:Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD. (Wind direction parallel to ridge.) Design Pressure (psf) Distance (ft)qh (psf)CN qhGCN Load Case A: Clear Wind Flow (0 to h/2)38.84 -0.80 -26.41 (h to 2h)38.84 -0.60 -19.81 (>2h)38.84 -0.30 -9.90 Load Case B: Clear Wind Flow (0 to h/2)38.84 0.80 26.41 (h to 2h)38.84 0.50 16.51 (>2h)38.84 0.30 9.90 Load Case A: Obstructed Wind Flow (0 to h/2)38.84 -1.20 -39.61 (h to 2h)38.84 -0.90 -29.71 (>2h)38.84 -0.60 -19.81 Load Case B: Obstructed Wind Flow (0 to h/2)38.84 0.50 16.51 (h to 2h)38.84 0.50 16.51 (>2h)38.84 0.30 9.90 MWFRS Calculator - Open Building Rev. 1.0.0 - 3/8/2016 Copyright ® 2016 - Medeek Engineering Inc. BASIS OF STRUCTURAL DESIGN: WIND PRESSURES: GENERAL NOTES- residential 1. CODE COMPLIANCE: 1.1. This project was designed under the following codes. The construction documents cannot reference all of the codes require for the construction of this building. By submitting these construction documents for permit or commencing work, the contractor, hereby agrees to comply with all local, state, and federal regulations having jurisdiction over this project, and to comply with all governing codes, including but not limited to, the most current editions as adopted by the state of Florida, of the following: 2020 FBC: RESIDENTIAL, 7th ed 2020 FBC: ENERGY CONSERVATION, 7th ed 2017 NATIONAL ELECTRIC CODE 2. ALL GENERAL NOTES 2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS, OR WRITTEN INSTRUCTIONS BY ARCHITECT OR CONSULTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION DOCUMENTS. 2.2. THE FOLLOWING GENERAL & SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL CONTRACTORS , SUBCONTRACTORS, AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS. 2.3. GENERAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY COSTS ARISING TO CORRECT THE DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY. 2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT AND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPARE A REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 3. ARCHITECT & CONTRACTOR RELATIONSHIP 3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THAT THEY ARE COMPETENT, UNDERSTAND THE DOCUMENTS, AND ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS, THEY ARE ACCEPTING LIABILITY THAT MAY ARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR’S INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTAND AND ADHERE THE BLDG CODES NO DIFFERENT THAN THE ARCHITECT. 4. WORKMANSHIP: 4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. 5. COORDINATION: 5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES. 5.2. A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT MEAN THAT THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FAR AS IT AFFECTS THE TRADES. ALL TRADES SHALL INCLUDE EVERYTHING NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING CODE - ACCEPTABLE PROJECT, UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS "NIC" (NOT IN CONTRACT). 7. CONDITIONS NOT DETAILED: 7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO PERFORM THE WORK. EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFY ARCHITECT IF A CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT DETAILED/SPECIFIED BY ARCHITECT. IF DRAWINGS HAVE A DETAILED SPECIFICATION FOR A CERTAIN PRODUCT , CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL BY ARCHITECT . IF DRAWINGS HAVE A GENERIC SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL BY ARCHITECT. 8. VERIFY SITE INFORMATION: 8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL VERIFY THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN. 9. PRIOR TO ANY EXCAVATION WORK : 9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION, AND MAKE ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING, AS ACCEPTABLE TO GOVERNING AGENCIES, AUTHORITIES, UTILITIES AND OWNER. CONTACT ALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES. 10. DIMENSIONS: 10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MAY BE "ROUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS. ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED DIMENSIONS. NOTES TAKE PRECEDENCE OVER GRAPHICS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR WORK TO EXISITING BUILDINGS. 11. HEIGHT ELEVATIONS: 11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION 0'-0" (BUILDING ELEVATIONS MAY BE NOTED AS "BLDG EL. __" OR "EL. __" OR "AFF. __”) ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION. SITE ELEVATIONS MAY BE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT AS A REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS: "SEL __" OR "__ NAVD" OR " +X.X' ". CONSULT ARCHITECT FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING. 12. AMBIGUITY: 12.1. IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT SHALL INTERPRET THE CONSTRUCTION DOCUMENTS. 12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT . 13. FLORIDA PRODUCT APPROVALS / SUBMITTALS / SHOP DRAWINGS: 13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLE AT TIME OF INSPECTION. EVEN IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TO A DIFFERENT PRODUCT THAT MEETS THE SAME OR HIGHER BUILDING DESIGN PRESSURES, SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR INSTALLATION AND ARCHITECT'S SPECS, VERIFY W/ ARCHITECT. 13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES /TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH CONSTRUCTION DOCUMENTS. 14. GENERAL STRUCTURAL 14.1. ONCE SIGNED & SEALED BY ARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED. 14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION PHASE LOADS. 14.3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS. 14.4. SPECIFIC PRODUCT DATA MUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE ROOFS OR STONE ON RAISED FLOORS. 31. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.1. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.2. FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9 - 302.10 31.3. INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED: <450 31.4. WALL/CLG FLAME SPREAD: <200, WALL/CLG SMOKE DEVELOPED: <450 32. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: 32.1. WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY 33. MISC: 33.1. ROOF SYSTEM & FLASHING AS PER MFR INSTRUCTIONS. ABBREVIATIONS: AB ANCHOR BOLT A/C AIR CONDITIONER AHU AIR HANDLING UNIT AT ACOUSTICAL TILE B.M. BENCH MARK BM BEAM BC BOTTOM CHORD BLK BLOCK BO BY OWNER BOTT BOTTOM BP BOTTOM PLATE CJ CONTROL (CONSTRUCTION) JOINT CL CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CONNECTOR COL COLUMN CONC CONCRETE CONT CONTINUOUS CU CONDENSING UNIT OR COPPER CW COLD WATER CXN CONNECTION D NAIL SIZE (PENNY) DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPOSAL DN DOWN DR DRYER DTL DETAIL DW DRIVEWAY 'E' EXISTING EA EACH EJ EXPANSION JOINT EL BUILDING ELEVATION ELECT ELECTRICAL ELEV ELEVATOR OR ELEVATION EW EACH WAY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXP EXPOSED EXT EXTERIOR EXTG EXISTING F1 FOOTING #1 FA FASTENER FD FIELD (FLOOR) DRAIN FE FIRE EXTINGUISHER FF FINISH FLOOR FIN FINISH FLR FLOOR FP FIRE PROTECTION EPS EXPANDED POLYSTYRENE FTG FOOTING FT FOOT (OR FEET) GALV GALVANIZED GFI GROUND FAULT INDICATOR GSF GROSS SQUARE FEET GWH GAS WATER HEATER GWB GYPSUM WALL BOARD HB HOSE BIB HC HOLLOW CORE HDG HOT DIPPED GALVANIZED HORIZ HORIZONTAL HW HOT WATER HWH HOT WATER HEATER IN INCH INT INTERIOR JT JOINT MAX MAXIMUM MEP MECH/ELECT/PLUMB MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING MW MICROWAVE NIC NOT IN CONTRACT NTS NOT TO SCALE NSF NET SQUARE FEET L-1 LINTEL #1 LF LINEAL FOOT OA OVERALL OC ON CENTER OAS OR APPROVED SIMILAR PL PROPERTY LINE OR PLATE PLY PLYWOOD PT PRESSURE TREATED PVC POLY VINYL CHLORIDE R RADIUS R/A RETURN AIR RCB REINFORCED CONCRETE BEAM RCC REINFORCED CONCRETE COLUMN RD ROOF DRAIN REF REFRIGERATOR REINF REINFORCING REQ REQUIRED R/W RIGHT-OF-WAY RTU ROOF TOP UNIT S. SIMPSON (MFR) SBS STYRENE BUTADIENE STYRENE SEL SITE ELEVATION SF SQUARE FOOT SIM SIMILAR SK SINK SOG SLAB ON GRADE SS STAINLESS STEEL STAG STAGGERED TBD TO BE DETERMINED TC TOP CHORD TME TO MATCH EXISTING TOB TOP OF BEAM TOB TOP OF COLUMN TOS TOP OF SLAB TP TOP PLATE TPO THERMO PLASTIC OLEFIN TYP TYPICAL UG UNDER GROUND UNO UNLESS NOTED OTHERWISE VB VAPOR BARRIER VERT VERTICAL VTR VENT THRU ROOF W/ WITH WA WASHER MACHINE WP WATER PROOF WD WOOD WWF WELDED WIRE FABRIC/MESH # POUND OR NUMBER 17. FOUNDATIONS: 17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRIS/VEGITATION. FILL TO BE CLEAN GRANULAR & UNIFORMLY COMPACTED TO 95% DENSITY (ASTM D 1557) AND MEASURED IN 12" LIFTS. AT DISCRETION OF CONTRACTOR OR BLDG INSPECTOR, ARCHITECT RECOMENDS SOIL TO BE TESTED BY GEOTECH ENGINEER TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY & RECOMEND SITE PREP. 17.6. SOIL AND SUBGRADE IS TO BE TERMITE TREATED. 17.7. SLAB FINISHES UNO: -MAIN BUILDING: STEEL TROWEL FINISH -GARAGE: STEEL TROWEL, THRESHOLD: LIGHT BROOM -DRIVEWAY, DRIVEWAY APRON , PORCHES/PATIOS: LIGHT BROOM 17.8. GARAGE, AND ALL EXTERIOR HARD SURFACES TO SLOPE AWAY FROM BLDG MIN 1/8"/FT. 17.11. COLUMN/WALL AND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 21. WOOD FRAMING 21.1. ALL STRUCTURAL (LOAD BEARING) LUMBER SHALL BE S.Y.P. OR DOUGLASS FIR, GRADE #2, KD 19% (Fb FOR LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 4B), AND SHALL CONFORM TO THE NATIONAL GRADING RULE FOR DIMENSION LUMBER, THE SOUTHERN PINE INSPECTION BUREAU AND THE SOUTHERN FOREST PRODUCTS ASSOCIATION. ALL NON-LOAD BEARING FRAMING LUMBER (INTERIOR WALLS) TO BE #2 S.P.F. OR BETTER. 21.2. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY TO BE PRESSURE TREATED. ALL WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND TO BE PRESSURE TREATED TO 0.80 CCA. 21.3. LAMINATING FOR MULTI-PLY HEADERS /BEAMS/COLUMNS: -2x8- 3 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -LOCATE SPLICES OVER BRG SUPPORTS. GLUE BETW LAYERS. USE 16D IF 1/2" PLY SPACER USED 21.8. ALL WOOD NAILING AS PER FBC R 602.3 UNO. SOIL BEARING: 2500 psf (assumed) WIND: 145mph (ult), risk cat 1, exp C, wind borne debri region, .00 open design FROST DEPTH: 12" ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD 10 PSF CEILING DEAD LOAD N/A DocuSign Envelope ID: 93BAFAAB-1B05-4FD8-AAE9-115017550AC1 5/5/2021