Loading...
HomeMy WebLinkAboutPLANFACE NAIL FULL - STUD TO JACK WITH 1Od GUN NAILS AT 12"O.C. STAGGERED (2X FRAMING) - SPF G #2 AT 16"O.C. (SEE PLAN) S SIMPSON SPH6 EACH STUD f NAIL w/(10) 10d NAILS 1-o NAX. 2-2x12 b I (U o iu 0 i (U MSTA22 JACK STUD FULL STUD SIMPSON SPH6 EACH STUD EXIST. FOUNDATION 1 /2 0 (MIN.) WEDGE ANCHOR 24' MAXIMUM W/3' MIN. EMBEDMENT & 2 0 WASHER AT 24"OC (MAX.) BLOCK WALL TO INTERNAL BEARING WALL SCALE: 1/2" = 1'-0" ROOF TRUSSE OR JOISTS STUD PLATE TIES-` SP6 FASTEN WITH 2-2"x4" MIN. 10-10dx1 1/2 (TYP) HEADER WINDOW OPENING 1/4"0 X 2-3/4" ,,-TAPCON SCREWS AT 24"O.C. ,-- 2X P.T. FRAMING PATIO (2) 2"x6" WOOD SILL i '-2"x6" STUDS k" 016" O.C. MAX. F - I I I 2"x6" P.T. SILL STUD PLATE TIES- PLATE FASTEN SP6 FASTEN WITH TO CONC. W/ 6-10dx1 1/2" (TYP) 5/8"0 x 6"RED HEAD WEDGE ANCHOR W/ 3" MIN. EMBEDMENT W/ 3x3x1/4 PLATE EXISTING WOOD ,.- .:....: .:.:.. .:. .:..::• r WASHER ® 24" O.C. TRUSS JOISTS (MAX.) TYP. 24" O.C. MAX. TYP. WINDOW FRAMING DETAIL FOR WOOD FRAME (TYP.) CONCRETE SLAB SEE TYP. END SCALE: NTS ` WALL SECTION TYP. EXISTING 3/4"- OR WOOD FRAMING y PLYWOOD DECKING (TYP.) "ROVIDE STRAP TIE 3TA12 FASTEN W/ -10d EA. MEMBER YP) )OF TRUSSES R JOISTS BL 2"x6"TOP PLATE FUD PLATE TIES SPH6 )P & BOT. FASTEN W/ )-10dx1 1/2" (TYP) 'x6"STUDS @16"O.C. /8"Ox6"RED HEAD WEDGE JCHOR W/ 3"MIN. ABEDMENT®24"O.C. MAX. 'YP) TYP. DOOR FRAMING DETAIL SCALE: NTS PROPOSED WALL RESTORATION SEE TYP END WALL SECTION PROPOSED WALL RESTORATION SEE TYP. END WALL SECTION (SIM.) LIVING ROOM (BELOW) TYP. UNIT PLAN (1ST & 2ND FLOOR SCALE: NTS EXISTING ROOF EXISTING WOOD TRUSS JOISTS ® 24" O.C. MAX. (TYP.) 1/2" GYPSUM WALLBOARD-\ ON 2"x6" WOOD STUDS 0 16" O.C. (MAX.) W/ R--11 FIBERGLASS INSULATION BATTS. 2"x6" SILL PLATE FASTEN TO TOP BEAM W/ 5/8"Ox6" LAG SCREWS @ 16" O.C. MAX. W/ 3x3x1/4 PLATE WASHER (TYP.) WOOD BASEBOARD (2) 2"x4" TOP PLATE W/ STUD PLATE TIES SPH4 TOP & BOT. FASTEN W/ 10-10dx1 1/2" (TYP) 1/2" GYPSUM WALLBOARD' ON 2"x4" WOOD STUDS 0 16" O.C. (MAX.) W/ R-11 FIBERGLASS INSULATION BATTS. EXISTING 4" FRAME WALL. -- REPLACE AS REQ'D. W/ 6" FRAMED WALL EXIST CONCRETE SLAB SEE DETAIL "A"- (2) 2"x6" TOP PLATE W/ STUD PLATE TIES SPH6 TOP & BOT. FASTEN W/ 10-10dx1 1/2" (TYP) COPE EDGE OF 2"x4" PLATE AS REQUIRED METAL DRIP 1"x2" P.T. STRIP 2"x12" P.T. FASCIA --STUCCO FINISH ON PAPERBACK LATH ON 5/8" CDX PLYWOOD SHEATHING, FASTEN W/ 8d ® 6" O.C. EDGES ..& 12" IN FIELD, TO MATCH EXIST „6 1/2"x9 1/2" PARALLAM Iw#OOD BEAM PROVIDE PVC STUCCO CORNER DEAD AS WATER DRIP EDGE 1/2" CDX PLYWOOD $HIM FASTEN TO BEAM W1 1Od ® 12" O.C. 5/8 STUCCO MAX. STAGGERED FINISH ON RIBBED BACK MTL LATH ,,-STUCCO FINISH ON PAPERBACK LATH ON 5/8" CDX PlYW00D SHEATHING, FASTEN W/ Sd @ 6" O.C. EDGES & 12" IN FIELD, TO MATCH EXIST 2" X4" P.T. SILL PLATE FASTEN TO CONC. W/ 5/8"0 x 6" RED HEAD WEDGE ANCHOR W/ 3" MIN. EMBEDMENT W/ 3x3x1/4 PLATE WASHER ® 24" O.C. (MAX.) TYP. TYP. END WALL SECTION SCALE: 1/2"=1"-0" t, � FILE do rHESEP ARESUBj fCr rms � D All PgOPOS REQUIRED ANYCORREC fD WORK YBENS NECESSAR jNIELDSPECrORS07.HAr COMPLYWjrH�To APP� ��CODES, � ND WALL f (SEE DETAIL) DETAIL "A" N.T.S. 4 3 8" -9/16"O DRILLED HOLE FOR 1/2"Ox5 1/2" WEDGE ANCHOR (3 1/2 MIN. EMBEDMENT) OPTIONAL ANCHORAGE IN HOLLOW MASONRY 1/2"Ox3" (MIN.) LAG & SHIELD SCREWS a /-1 /4" IL FRONT VIEW /8" BENT fj' "U" 1/8 SIDE VIEW TYP. BEAM END WALL BRACKET DETAIL N.T.S. ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO LIAN REVIEWED BY DATE PLAN ND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 3 PLCS ARALLAM BEAM THIS STRUCTURE HAS BEEN DESION90 AND REVIEWED FOR COMPLIANCE OF FBC 1600AA FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE (IM.) WINDBORNE DEBRIS PROTECTION P IMPACT RESISTANCE GLAZING I.) m LEGAL DESCRIPTION: CORAL COVE BEACH SECTION 1, 13LOCK 1, LOTS 5 AND 6 W GENERAL NOTES: 0 1. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS PRIOR TO FABRICATION. DEVIATIONS GREATER THAN STANDARD PRACTICE TOLERANCES OR �� W DISCREPANCIES BETWEEN DRAWING AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING (n WORK. 2. SUBMIT PRODUCT APPROVALS FOR SHUTTERS, DOORS & WINDOWS IN II n ACCORDANCE WITH THE FLORIDA BUILDING CODE (2004) SECURE DOORS & WINDOWS TO FRAME PER MANUFACTURER'S RECOMMENDATIONS, AND C/-) Z AS NOTED ON THE DRAWINGS. INTO WOOD BUCK. I CONSTRUCTION MEANS AND METHODS: ® WW 1. SHORES, BRACING AND RESHORES: �- Z IF REQUIRED BY THE BUILDING DEPARTMENT, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS (INCLUDING ENGINEERING CALCULATIONS) FOR ALL SHORES, VERTICAL AND LATERAL BRACING AND RESHORES (AND ® ' Z r N REMOVAL OF SAME) TO BE USED BY HIM FOR THIS CONSTRUCTION. THE CO ABOVE SHALL BE DESIGNED, SIGNED AND SEALED BY A FLORIDA W > O REGISTERED STRUCTURAL ENGINEER, ENGAGED BY THE CONTRACTOR, AS A DELEGATED ENGINEER FOR THE ABOVE ELEMENTS. J 3 ENGINEERING & CONSTRUCTION SERVICES, INC. (E&CSI), WILL NOT DESIGN ® Q FORMWORK AND BRACING, NOR ASSUME RESPONSIBILITY FOR THE SHORES, -00 BRACING AND STABILITY DURING CONSTRUCTION. _ CD CONTRACTOR TO SUBMIT THE SIGNED AND SEALED SHOP DRAWINGS TO THE L _ ENGINEER OF RECORD, AS REQUIRED, TO BE REVIEWED FOR GENERAL U 0 N COMPLIANCE WITH THE STRUCTURAL DESIGN INTEND. D . lL 2. THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR I PROCEDURES, SAFETY PRECAUTIONS, SHORES, RESHORES, LATERAL BRACING N AND PROGRAMS IN CONNECTION WITH THE PROJECT, ARE THE SOLE V) +' 0 RESPONSIBILITY OF THE CONTRACTOR. OUR SERVICES DO NOT GUARANTEE p n p D L NOR ASSURE LIABILITY FOR THE JOB SAFETY, TEMPORARY SHORING AND n E 0 N BRACING AND THE PERFORMANCE OF THE CONTRACTOR. W 0 3. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE 1J -C SAFETY REQUIREMENTS OF THE FLORIDA BUILDING CODE AND �--� J ALL LOCAL, STATE AND FEDERAL LAWS. - L If n 11 U d- W 4. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR SAFETY, STRUCTURAL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN WORK IS COMPLETED. STRUCTURAL NOTES: N W M d cV co cn 1. DESIGN LOADS ARE IN ACCORDANCE WITH FBC 2001 N Uj to CHAPTER 16 AS APPLICABLE OR UNLESS NOTED OTHERWISE. oz MCY o 2. ALL WOOD CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON z 00 N STRONG -TIE OR EQUAL (U.N.O.). INSTALLATION SHALL CONFORM TO THE O > o MANUFACTURER'S INSTRUCTIONS AND STANDARD PRACTICE. N w 3. ALL STRUCTURAL LUMBER SHALL BE CLEARLY LABELED AND OF o w w APPROVES SPECIES WITH A MINIMUM EXTREME FIBER BENDING STRENGHT OF 1000 PSI (Fb), SPRUCE -PINE -FIR, #1,2 OR STD. O D 4. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MINIM M OF Q = 1/2"DIAMETER AND CONFORM TO ASTM A307 (MIN). 5. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PREASURE TREATED. 6. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO w INSTALLATION OF HARDWARE IS NOT PERMITTED. ELECTRICAL NOTES: w U 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE (2001) NEC, STATE CODE AND LOCAL RULES & ORDINANCES. i� W 2. CONDUITS SHALL BE AS FOLLOWS: Z a A) ELECTRIC METALLIC TUBING (EMT) OR "ROMEX" SHALL BE USED INDOOR, CONCREALED ABOVE GROUND. ZC/DZ, U1 E" B) PVC (SCHEDULE 40) SHALL BE USED FOR UNDERGROUND CIRCUITS/ I"I(�~ O ta-+ O SERVICES. �E� � E GxI C) RIGID GALVANIZED STEEL (GRC) OR PVC SCH 80 SHALL BE USED FOR (s�P4 0O W EXPOSED CONDUITS. W H O Q 3. MAIN DISCONNECTS ARE TO BE HEAVY DUTY FUSED SWITCHES WITH Q CURRENT LIMITING FUSES. WL. ©W E Z S. ALL RECEPTACLES N SLEEPING4. ALL RECEPTACLES SHALL BE GROUND ARE S TSHALLABE ARC FAULT CIRCUIT O�O Cn x O P4 Z INTERRUPT. z 6. PULL NECAND JUNCTION BOX SIZES SHALL MEET THE REQUIREMENTS OF aw�LW7 ZO 7. REPLACE DAMAGED AND/OR DEGRADED ELECTRICAL WIRING & . r-4 E~-+ W COMPONENTS AS REQUIRED ��W �H U (�E­4 O DESIGN NOTES: 1. LOADING AND DESIGN CRITERIA IN ACCORDANCE WITH �" O THE FLORIDA BUILDING CODE 2004 CHAPTER 16. <I�O�a O 2. HURRICANE WIND DESIGN PARAMETERS: �I �E"Idid W P-4 BASIC WIND VELOCITY = 140 MPH EXPOSURE CATEGORY = C IMPORTANCE FACTOR = 1.0 MEAN ROOF HEIGHT = 19' o o ROOF DEAD LOAD = 12 PSF Z Uj o U ROOF LIVE LOAD = 20 PSF o a O BUILDING TYPE = ENCLOSED MWFRS PRESSURE: DATE 12-08-2005 HORIZONTAL WALL MAX. = 37.41 PSF HORIZONTAL WALL MAX. = 55.5 PSF (END) SCALE 1/�1 HORIZONTAL WALL MAX. = 37.0 PSF INT HORIZONTAL ROOF MAX. _ -14.7 PSF (END) HORIZONTAL ROOF MAX. _ -8.1 PSF (INT) CKD VERTICAL (MAX.) = -48.1 PSF SCANNED DN B EN BY JFV OVERHANG (MAX.) = -67.5 PSF BY COMPONENTS & CLADDING PRESSURE: St. Lucie C0U11ty JOB No. 5175-05 ZONE 1 (MAX.) = 26.2 PSF -41.7 PSF DRAWING N0. ZONE 3 ZONE 2 (MAX.) == 26.2 PSF -87.8 PSF /��-,/Z _ O586 MAX. 26.2 PSF == -87.8 PSF LsJ ZONE 4 �MAX.� _ 43.5 PSF -47.3 PSF (DOORS & WINDOWS) A-1 ZONE 5 (MAX.) 43.5 PSF -56.8 PSF (DOORS & WINDOWS)