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HomeMy WebLinkAbout5529 8th St12 I�6 111111 I. AP AnIN[3 2' o" O r FRONT ELEVATION . 1/411 s 11 Oil REAR ELEVATION 1/411 = 11 OII DROP GABLE END TRUSS -------------- -- ROOF TRUSS PLAN 1/411 = 11 OII THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L086ES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING GUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION - —I USE (1) SIMPSON 1410 CLIP AT ALL TRUSSES TO WOOD WALL, FILL NAILS HOLES WITH 100 X 1 1/2" NAILS. LEFT ELEVATION 1/411 = 11 O11 RIGHT ELEVATION 1/411 = 11 OII ELECTRICAL PLAN 1/411 _ 11 OII GENERAL ELECTRICAL NOTES FOR ADDITIONS: EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO BE INSPECTED BY ELECTRICAL CONTRACTOR PRIOR TO THE ADDITION ELECTRICAL WORK BEING STARTED. IF THE EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW ADDITION THE SERVICE WILL HAVE TO BE UPGRADED TO MEET LOCAL AND STATE OF FLORIDA BUILDING CODES. c CN 0 N 16' 4" 6 MPSON LTT205 ANCHOR WITH 5/9"X6" RED HEAD EXPANSION BOLT SECURE TO SLAB THROUGH BOTTOM PLATE. FILL NAIL HOLES J1 411 6' a" 16' 4" FLOOR PLAN 1/4" = 11 Oil ALL EXTERIOR WALLS ACT AS SHEAR WALLS 16' 4" ---------- - -- = = = = = -= = =-_------;1 li �I 1 i. .I I. .I I. .I I. .I li it li it li it I, ;I I, ;I I, ,I I, ,I I, ,I I, ,I I' 'I I i I, ,I I' 'I I i I' 'I I' 'I I' 'I I' 'I I � I' 'I I � I' 'I I' 'I I' 'I I� �I I� 'I I� -I L- - - - - - - - - - - - - - - - - - - - - - J O N ujT i fA -43 3 0� ,Je� 'seouewpjo leool Pue saps Md:IN elgp!Idde no tW aomildwoo ul eq of aml!el sdoloeiluoo etp jq Alll!q!suodselt ou sale me 40 aq I aoue!ldwoo tx seam asap 6uuq of asuadx� ales )!�;yl IL ApIgsuodsai eps s,gmjluoo atp aq Ilal; I� >ui',ldu:oO-Uou to wale sleeAai uo4oedsul 9p �o I;C;�,..::xa 1�1_aL:ll leyl Juana � ul saouewp�o le�l Put s�'I He :IN algeo!Idde Ile Wm aouelldwoo a1aldui00 ul aae s! T!d 3)w lF 41 ainsue of Api!q!suodsw op sdoMuoo ayl )I 'sue;d palllwgns ayl 10 IeAotdde levy a aq of papualu1 logy' sl nna!naJ sIy 1 'sapoo 49jes aiy ggeolldde tpuh eoue!Idwo,� u! )o!oealuoo ayl Is!sse of MalAat I�JO�Aq e of pan !wgns sur>Ici to ,v�P v S1gj Pas!APe aq Ms1d aUBMiTI'ED PLANtS) 111AVIE BEEN XRVIEWIsIII� 3Y ZEPHYRHILLS S E Date: YLY WITS 4L G ALLWOSH ODES ORIDP+ODE �D pREVE NA i N�,LELEO�C�A�CES ILLS ORD C OF ZEpKYRK 16' 4" t -1 T�VI�W DATE FOUNDATION FLAN 1/411 = 11 Oil CITY OF ZEPHYRHILLS - - PLANS EXAMINER 114 T CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMF'LI;>NCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA EJIMNG CODE, RESIDENTIAL AND 200% SUPPLEM S T.L. HANSON N.E. LICENSE NO. 38684 P.O. BOX 1128, DADS CITY, FL lb826 ri, p O r FRONT ELEVATION . 1/411 s 11 Oil REAR ELEVATION 1/411 = 11 OII DROP GABLE END TRUSS -------------- -- ROOF TRUSS PLAN 1/411 = 11 OII THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L086ES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING GUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION - —I USE (1) SIMPSON 1410 CLIP AT ALL TRUSSES TO WOOD WALL, FILL NAILS HOLES WITH 100 X 1 1/2" NAILS. LEFT ELEVATION 1/411 = 11 O11 RIGHT ELEVATION 1/411 = 11 OII ELECTRICAL PLAN 1/411 _ 11 OII GENERAL ELECTRICAL NOTES FOR ADDITIONS: EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO BE INSPECTED BY ELECTRICAL CONTRACTOR PRIOR TO THE ADDITION ELECTRICAL WORK BEING STARTED. IF THE EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW ADDITION THE SERVICE WILL HAVE TO BE UPGRADED TO MEET LOCAL AND STATE OF FLORIDA BUILDING CODES. c CN 0 N 16' 4" 6 MPSON LTT205 ANCHOR WITH 5/9"X6" RED HEAD EXPANSION BOLT SECURE TO SLAB THROUGH BOTTOM PLATE. FILL NAIL HOLES J1 411 6' a" 16' 4" FLOOR PLAN 1/4" = 11 Oil ALL EXTERIOR WALLS ACT AS SHEAR WALLS 16' 4" ---------- - -- = = = = = -= = =-_------;1 li �I 1 i. .I I. .I I. .I I. .I li it li it li it I, ;I I, ;I I, ,I I, ,I I, ,I I, ,I I' 'I I i I, ,I I' 'I I i I' 'I I' 'I I' 'I I' 'I I � I' 'I I � I' 'I I' 'I I' 'I I� �I I� 'I I� -I L- - - - - - - - - - - - - - - - - - - - - - J O N ujT i fA -43 3 0� ,Je� 'seouewpjo leool Pue saps Md:IN elgp!Idde no tW aomildwoo ul eq of aml!el sdoloeiluoo etp jq Alll!q!suodselt ou sale me 40 aq I aoue!ldwoo tx seam asap 6uuq of asuadx� ales )!�;yl IL ApIgsuodsai eps s,gmjluoo atp aq Ilal; I� >ui',ldu:oO-Uou to wale sleeAai uo4oedsul 9p �o I;C;�,..::xa 1�1_aL:ll leyl Juana � ul saouewp�o le�l Put s�'I He :IN algeo!Idde Ile Wm aouelldwoo a1aldui00 ul aae s! T!d 3)w lF 41 ainsue of Api!q!suodsw op sdoMuoo ayl )I 'sue;d palllwgns ayl 10 IeAotdde levy a aq of papualu1 logy' sl nna!naJ sIy 1 'sapoo 49jes aiy ggeolldde tpuh eoue!Idwo,� u! )o!oealuoo ayl Is!sse of MalAat I�JO�Aq e of pan !wgns sur>Ici to ,v�P v S1gj Pas!APe aq Ms1d aUBMiTI'ED PLANtS) 111AVIE BEEN XRVIEWIsIII� 3Y ZEPHYRHILLS S E Date: YLY WITS 4L G ALLWOSH ODES ORIDP+ODE �D pREVE NA i N�,LELEO�C�A�CES ILLS ORD C OF ZEpKYRK 16' 4" t -1 T�VI�W DATE FOUNDATION FLAN 1/411 = 11 Oil CITY OF ZEPHYRHILLS - - PLANS EXAMINER 114 T CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMF'LI;>NCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA EJIMNG CODE, RESIDENTIAL AND 200% SUPPLEM S T.L. HANSON N.E. LICENSE NO. 38684 P.O. BOX 1128, DADS CITY, FL lb826 ri, p Z v z In '" a m in 0 ® t9 o n 9 Z � rsJ N �pp G" N� z �N D w o A a� u o }� m0 r� Z a =Ill ui m :)w CD IL m o xc N w z � mu z � �m a�� U a o zz F- d :w z OW � N F Ll O a ct } (D I o z Q Q 0 u- W VJ TOTAL AREA 343 SQ, FT, FIG 1 Of: 2 : GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2008 SUPPLEMENTS T.L. 14ANOON 4 A&80CIATE6 A REGISTERED LICENSED, FLORIDA PROFESSIONAL ENGINEERING COMPANY: HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF T14I6 STRUCTURE THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDING6 SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS FLOORS: LIVE LOADS - 40 P.S.F. DEAD LOAD& - 10 P.S.F. GARAGE 6LAB, LIVE LOADS - 50 P.6.F. DEAD LOADS - 10 P.B.F. ROOF, LIVE LOADS (TRU66 TOP CORD) - 20 P.S.F. DEAD LOADS (TRU66 TOP CORD) - 10 P.6.F. 16 P.6.F. WHEN TILE ROOF INSTALLED DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F. ASSUMED TRU66 &ELF WEIGHT ( DEAD LOAD) - 1 P.6.12. WIND DESIGN ASSUMPTIONS, WIND 6PEED 120 MPH BUILDING EXPOSURE - B BUILDING IMPORTANCE FACTOR - 1.0 MEAN ROOF HEIGHT 30' OR LE66 HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT - 1.0 ENCLOSED BUILDING INTERNAL PRE66MB COEFFICIENT • / - 0.18 COMPONETS 4 CLADDING P6F ROOF • 14,9/-50.1 WALL - 25.t/-34.1 OVER HANG - -61.2 CONSTRUCTION TYPE. V SOIL BEARING 4 COMPACTION: THESE PLANE WERE DRAWN BASED UPON AN ALLOWABLE &OIL BEARING CAPACITY OF 2000 P.6.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING THAT THE 601E ON THE RITE 16 PROPERLY PREPARED AND COMPACTED 6UCN THAT IT CAN SUPPORT A =0 P.6.F. FOUNDATION LOADING T.L. HANSON 4 ASSOCIATED A REGISTERED LICENSED FLORIDA PROFESSIONAL ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY &OIL TESTING T.L. WAN60N 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT THE BUILDING LOADS FOUNDATION 4 SLAB - ON- GRADE NOTES : BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS,. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.6.F. FOUNDATION LOADING. 6LA15 6NALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED 601E CONCRETE UTILIZED IN THE FOUNDATION AND 6LAB6 SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 15.6.12. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH A6TM A -615. LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 05 REBAR , 30" FOR 06 REBAR 4 35" FOR •I REBAR PLANE ARE ENGINEERED FOR A MAXIMUM BTEMWALL HEIGHT OF 4 COURSES ( AFTER FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SMALL DETERMINE THE EXACT 6TEMWALL HEIGHT BA6E UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING IN6PECTOR6 USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACK6 SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE6, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE SHALL STATE: (PER FBC R320.1) THE BUILDING HAD RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERS SERVICES IF A REGISTERED TERMITICIDE BAIT SYSTEM 16 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION SECTION R320.1 THROUGH R320.1.6 DO NOT APPLY, A SIGNED FIVER EYAR CONTRACT FROM THE I66UE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION. MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL ( PER FBC R320.1.1) INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 320.1.2.) ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED INCLUDING ANY BOX OR FORMED AREAS ( PER F15C R320,1,2) BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SMALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT ( PER FBC R320.1.3) A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALID TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL BE REQUIRED (PER FBC R320.1.4) ANY CONCRETE OVERPOUR , MORTAR OR 6TUCC0 MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. ( PER FBC R320.1.5) EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12" OF THE STRUCTURE 61DE WALLS (PER FBC R320.1.6) AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER 16 APPLIED, &HALL BE RETREATED (PER FBC R320.1-6) CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING SIDE WALL& (PER FBC R320.1) AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS PER (FBC R320.9.3.) THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS, PAINT AND DECORATIVE CEMENTITIOUB FINISH LESS THAN 5/0' THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER FBC R104) EXTERIOR WINDOWS 4 DOORS: ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH AN61/AMMA/NWWDA 101/162 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY ALL MULLIONS AND ADJACENT DOOR/WINDOW A86EMBLIEG SHALL BE TEST OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOAD6 TO THE ROUGH OPENING GUBSTRATE INSTALL ALL WINDOWS AND DOOR A66E96LIE6 PER THE MANUFACTURE ANCHORING RECOMMENDATION& TO ACHIEVE THE DESIGN PRESSURES SPECIFIED ELECTRICAL, PLUMBING, 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOM6, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS &HALL BE WIRED INTO A GROUND FAULT INTERRUPTER "CFI" CIRCUIT ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AFI" CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.G. SAFETY GLAZING: THE FOLLOWING &HALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING (1) GLAZING IN SWING DOOR&, FIXED AND SLIDING PANEL OF SLIDING DOOR& ASSEMBLIES (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBE, WNIRLPOOL6, SAUNAS, STEAM ROOMS, BATHTUBS AND &HOWERB. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LE66 THAN 60" ABOVE THE DRAIN INLET (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE 16 WITHIN A 24' RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE 16 LED& THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT MEET& ALL OF THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S 84. FT. (B) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING TIMBER MATERIALS: ALLTIMBERS MATERIALS SHALL BE AS FOLLOWS, LVL BEAMS SHALL BE MSE) MCALLISTER LVL MATERIALS MANUFACTURED BY TRUSS JOIST MACMILLAN (OR EQUAL) LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATE* ,POST, STUDS PACKS AND BEAMS SHALL BE 02 YELLOW PINE (OR BETTER) EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER) ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE SPACE 16- OC, ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4'0' AND NAILED 4" OC WITH *0 COMMON NAIL6 106L POST SHALL BE (LOR) PARALLAM P61- MATERIALS MANUFACTURES BY TRU88JOIST MACMILLAN (OR EQUAL). SEE POST SUPPORT TABLE FOR LOAD VALUED. EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16" 0.6.15, ( 2-M-W RATING) NAILED WITH 8D NAILS SPACE AT 3" Or, ALONG ALL HORIZONTAL JOINTS AND EDGED, 6" OC ALONG ALL VERTICAL JOINTS AND EDGED AND 12" OC ALONG ALL INTERMEDIATE STUD& AT OPENINGS 5'0" WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) U6P OR DIMP60N L6TA24 STRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER 6TUDS TO FOUNDATION WITH U6P OR SIMPSON WTTI6 TENSION TIE INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIPS, WITH WALLS AT GARAGE TO HAVE MINIMUM R-11 INSULATION ANCHOR WOOD SHEAR WALL6 SEGMENTS TO FOUNDATION WITH SIMPSON LTT205 TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTION ( BUILDING CORNERS) ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION. TRUSSES: IF THE CONTRACTOR , TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE TRU66 SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS THE ENGINEER OF RECORD IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT APPROVED PRODCCT LIST STATE FL* PRODCCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL STRUCTURAL COMPONET HIO SIMP60N FL 10456 STRUCTURAL COMPONET LOTA21 SIMPSON FL 10952 STRUCTURAL COMPONET LTT2015 SIMPSON FL 11496 ROOFING 030 FELT ATLAS ROOFING FL 11915.1 ROOFING METAL UNION CORRIGATED IND FL 6895.1 SOFFIT 4 FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1 WALL SIDING VINYL LAP CERTAINTEED CORP FL 10421.1 EXTERIOR DOORS SINGLE SWINGING PLAST PRO FL 4164.1 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIED NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) AR161NG OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION DBL TOP PLATE NAILED 3" OC TO TOP NAIL WITH 8D R6 NAILS AND BOTTOM PLATES 1/2" CDX OR 1/16" OSB ROOF SHEATHING NAILED PER ROOF SHEATHING DETAIL WITH 8D RS NAILS, USE STEEL PLYCLIPS AND 030 FELT WITH MASTER RIB METAL ROOFING SEE TRUSS LAYOUT 6" 2X4 WOOD SUB FASCIA WITH 2X4 BLOCKING AT ALL JOINTS • • IS, OC ALUMINUM FASCIA AND DRIP IF PLYWOOD RUNS HORIZONTAL NAIy y I L 3" OC WITH 8D NAILS 0 to 0 in PLYWOOD NAIL PATTERN l WALL PLYWOOD NAILED A6 SHOWN AND USING SIMPSON ANCHORS OR HURRI BOLT AS SHOWN ON FLOOR PLAN TO CREATE EXTERIOR 61-EAR WALL OR SIMPSON MSTA30 STRAPS y, Ou ROOF EDGE — — c------•—•---------------•—•--------------------- 2p \ j �0 , m RIDGE I 0 O / — ©--------------------------- 1I O -T S. 04 0 I I I IV v o" I 2Q 1 1 03 I GABLE END ' PARTIAL ROOF PLAN PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE PER APA TECHNICAL NOTE R215A, ib" - 24" INCH PANELS DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL, NONE REQUIRED AT RIDGE OR HIP, 12" - 16" LUMBER ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP. 12" OR LESS USE LUMBER ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES ZONE O 80 RING SHANK NAILS AT 6" OC AT ALL EDGES 8D RING SHANK NAILS AT 12" OC INTERMEDIATE ZONE 2Q 03 6D RING SHANK NAILS AT 6" OC, 4 OC AT ROOF EDGES, RIDGE LINES, OR GABLE END WALL NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER ROOF SHEATHING NAILING: DETAIL NOT TO SCALE STUD SPACING L- BRACING NO L-BRACING (1) 2 X 4 L BRACING (2) 2 X 4 L BRACING (2) 2 X 6 L BRACING 16" 0'-O" TO 4'5" 4'-5" TO 8'0" 8'0"- 12'0" 12'0" TO 16'0" 24" O'-O" TO 4'0" 1 4'0" TO 1'0" 1'O" TO 10'0" 10'0" TO 14'0" BACKNAIL W/ (2) 16D 2 X 4 WEB BLOCKS NAILED IN BETWEEN WEBS WITH (V I&D NAILS EACH END WITH (b) 160 NAILS AT EACH END NAIL TO 2Xj 2X4 ANGLE BRACING AT 48" OC ALONG GABLE END NAIL ENDS TO 2 X 4 BLOCKING WEB BLOCKING WITH (2) 160 TOE NAILS 1/2" CEIUNG BOARD 2X4 OUTRIGGERS AT 24" OC CONNECT OUTRIGGERS To GABLE WITH SIMPSON H2.5 4b DEGREES MAXIMUM 2 X 4 NAILER ATTACHED t0 BOTTOM CORD OF GABLE TRbe! AND COMMON TRb6 WITH 2 EACH 12D COMMON NAILS AT EACH UPRIGHT MEMBER ON GABLE NOTE: NO DROP GABLE NEEDED WHEN OVERHANG 18 12" OR LE88 MAX, 24" OVERHANG NOTE: NO L BRACING REQUIRED WHEN PEAK OF GABLE IS 4V OR LESS "L" BRACING TO EXTEND AT LEAST 90 A OF WEB LENGTH ( SEE TABLE ABOVE) STEP DOWN GABLE TRUSS WITH ONE LAYER 1/2" CDX SHEATHING OR 1/16' 085 NAILED WITH 80 COMMON NAIL& 4" OC 6IMP60N L6TA24 OR EQUAL AT 2'0" OC ( TYP) GA5LE END BRACING DETAIL TYPICAL WOOD WALL BELOW ALUMINUM SOFFIT ALUMINUM SINGLE HUNG WINDOWS 2X4 02 SPRUCE STUD WALL SPACED 16" OC WITH 1/2" CDX OR Z/16" OSB WALL WALL SHEATHING NAILS 3" OC ON ALL PLATES AND 6" OC ON VERTICAL STUDS. COVER WITH TYVEK HOUSE WRAP AND VINYL LAP SIDING SINGLE 2X4 P.T. BOTTOM PLATE SECURED I TO SLAB WITH 5/8"X8 ANCHOR BOLTS AT 16" 24" OC 1211 ENGINEERED ROOF TRUSSES 24" or - MINIMUM R-22 INSULATION IN ATTIC ARSAS 1/2" CEILING TYPE DBL 2 X 4 GYPSUM BOARD TOP PLATE ALL TOP PLATE SPLICE MUST BE MINIMUM 4'0" NAILED 4" OC WITH 12D COMMON NAILS DBL 2 X 12 02 PINE WITH ONE LAYER 1/2" PLYWOOD IN CENTER OVER ALL DOOR AND WINDOW OPENINGS R-11 INSULATION IN WALLS WITH 1/2" GYPSUM WALLBOARD. TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL V15OUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL I I6"XI2" MONO FOOTINGS WITH 2 EACH 05 REBAR ON CHAIRS 2X4 WOOD EXTERIOR WALL DETAIL NOT TO SCALE ATTACH DOOR TO STUDS THROUGH WOOD DOOR JAMB PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION CAULK DOOR PER YOUR DOOR MANUFACTURE SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION �I�II II TYPICAL STUD WALL WOOD DOOR ATTACHMENT DETAIL I HERESY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE61GN6 AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FA6TE6T SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND 2009 SUPPLEMENTS �I( T.L. MAN60N P.E. LICENSE NO. 38664 P.O. BOX 1129, DADE CITY, FL 31526 zzN m Z ul 1" fn m O O 0 0 Q 0N e z M IJD r �ul om U z ��In Q In W � A O �LL mn Ly Q O N m Z ui Ix jW WLL m� Q Z pX '^ , N f0 m U1 z z O W s z z w0. Zz� U zz f • zz l7 "' SOMEONE 66 0 N ED 1 o � z ED V Apo LL n�n (L cp �n V/ W :i _ .w' o U •• o TOTAL AREA 343 50, FT, PG 2OF2