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HomeMy WebLinkAbout6119 19th Str 1/2" CDX OR-I/1611 OSB ROOF SHEATHINGS NAILED PER ROOF SHEATHING DETAIL WITH SD NAILS, USE STEEL PLl'CLIPS GAF UNDERLAYMENT AND SHINGLES SEE TRUSS LAYOUT 2X4 WOOD SUB FASCIA WITH ALUMINUM FASCIA AND DRIP ALUMINUM SOFFIT VINYL SINGLE HUNG WINDOWS 2X4 02 SPRUCE STUD WALL SPACED 16" OC WITH 1/2" CDX OR '1/16" OSB WALL WALL SHEATHING NAILS 3" OC ON ALL PLATES AND 6" OC ON VERTICAL STUDS. COVER WITH TYVEK HOUSE WRAP AND GALV PAPER BACK WIRE LATH AND VS" STUCCO. I SINGLE 2X4 P.T. BOTTOM PLATE SECURED TO SLAB WITH A301 ALL THREAD RODS AS PER NOTE AND LOCATION ON FLOOR PLAN GENERAL ELECTRICAL NOTES FOR AC EXISTING STRUCTURE ELECTRICAL SERVICI BE INSPECTED BY ELECTRICAL CONTRAC THE ADDITION ELECTRICAL WORK BEING E EXISTING SERVICE CAN NOT HANDLE LOAI ADDITION THE SERVICE WILL HAVE TO BE MEET LOCAL AND STATE OF FLORIDA BUIL THE EXISTING STRUCTURE WILL HAVE TO H, ALARMS ADDED PER SECTION 1004 OF TI BUILDING CODE EXISTING BUILDINGS AND - \ I ENGINEERED ROOF \ TRUSSES 24" OC MINIMUM R-30 INSULATION IN ATTIC AREAS 1/2" CEILING TYPE GYPSUM BOARD DBL 2X4 TOP PLATE DEL 2X12 •2 PINE WITH ONE LAYER 1/2" PLYWOOD FILLERS OVER ALL DOOR AND WINDOW OPENINGS R-13 INSULATION IN WALLS WITH 1/2" GYPSUM WALLBOARD. TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL GRADE 611 -a — — — — — — — — — 1211 e e 15"X12" MONO FOOTINGS WITH BOTTOM OF FOUNDATION 1211 2 EACH 05 REBAR ON CHAIRS MINIMUM 12" BELOW GRADE 2X4 WOOD WALL DETAIL NOT TO SCALE ELECTRICAL 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, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING 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 ELECTRICAL LEGEND SWITCH CEILING FAN W/ LIGHT Ll 110 V WP 110 V WATERPROOF (ol WALL SCONCE OUTLET TO BE ED IN FII WALL HEIGHT p 8' O" FINISH FLOOR [1 O' O" PARTIAL WEST ELEVATION 1/4" _ 11 OII 1/a" sTUcco OVER GALV WIRE LATH, TYVEK AND WOOD FRAMING PARTIAL SOUTH ELEVATION 1/4" = ]'Oil 1/8" STUCCO OVER GALV WIRE LATH, TYVEK AND WOOD FRAMING PARTIAL NORTH ELEVATION 1/411 = 11 OII APPROVED PRODUCT LIST STATE OF FL, PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL " STRUCTURAL COMPONET HIO SIMPSON FL 10456 ROOFING ASPHALT GAF SINGLES ALL FL 10124,1 ROOFING UNDERLAYMENT GAF FL 10626.1 WINDOWS SOFFIT E FASCIA TRIM EXTERIOR DOORS SINGLE HUNG NON IMPACT PLYGEM 1500 FL 16103.1 SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1 SINGLE SWINGING PLAST PRO FL 11341.1 EXISTING &'0" BLOCK WALL J ' REMOVE EXISTING WINDOW AND REMOVE BLOCK DOWN TO SLAB TO CREATE OPENING TO NEW ADDITION. LINTEL TO REMAIN, NO STRUCTURAL CHANGE TO OPENING ATTACH WOOD WALL TO BLOCK WALL WITH (5) I/2"X5" EXPANSION - BOLTS EQUALLY SPACED AT EACH LOCATION 1/2" A301 ALL THREAD ROD LOCATIONS WITH 5/8"X1" EXPANSION (1/2"BOLT SIZE) AT SLAB. USE 1/2" COUPLING NUT TO SECURE ROD TO BOLT , OR DRILL 4" HOLE IN SLAB AND USE SIMPSON STRUCTURAL ADHESIVE OR A EQUAL EPDXY TO SECURE ROD IN HOLE, ROD TO EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE WASHER AND NUT AT TOP. PLACE RODS AT EACH SIDE OF OPENINGS, CORNERS AND SPACED MAXIMUM &'0" OC NEW 8'O" 2X4 WOOD WALLS FLOOR PLAN 1/411 _ 1, OII ALL EXTERIOR WALLS ACT AS SHEAR WALLS THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAL" OF THE FLORIDA BUILDING CODE 2011 - EXISTING BUILDING 6TH EDITION EXISTING &'0" BLOCK WALL DLO 1DA ILDiNG CAE 04 SQ L ELECTRIC CODE, THE CITE' Olt ZFpH +�gll3 INANCES U co N Lo Z M co Q lY � co J N -j L�L- ti z Co F N U Lo g ~ Z W ��cM LD 0 Q C/U W LL W Q ~ r 3 Q Z d N mco Z) 00 n coo) 0 M W 2 U_ r� LL . LL O N 00 - CM r- O cn 4(1 O ccn ( Y— L fu N wW ELL 0 z o « Z Z� OU zz a O NZ z;�j o6 � O � z p O w p O z O LIC Z 73 (Z WE T (�� Q Q tu er t �1 N !n N 56 C/A gin, LIVING AREA 124 SQ, Pt, FOUNDATION PLAN 1/4" = 1' OII « u T.J ' HANSON .E. ICEISE 440. 38654 in )ADE &T� �k 33526 I HERBY CERTIFI3--TA,AT�T4ES PIL b SPECIFICATIONS WERE PREPAfi2Ep.BY M1= 00R �k[5® DIRECT SUPERVISION ARE IN COMP[ #ONCE 11lITH GHiAf 1= `16; SECTION 1609 OF THE FLORIDA BUILDII Gd�QDE Cal- "I .,, DITION AND ASCE 1-10 FOR 13S MPH WIND Z® It l 4TEGORY II AND THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH ADDITION P'r...i OF 2 IN GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORIDA BUILDING CODE 6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION, T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: SLAB: LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F. ROOF: LIVE LOAD (TRUSS TOP CHORD) - 20 DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED) DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F. WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2011 FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION- SECTION R301.2.1.1. AND 2011 FLORIDA BUILDING CODE 6TH EDITION SECTION 1609 COMPONENT 4 CLADDING WIND LOADS WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT - 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT - +/- 0.18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 ALL OTHERCOMPONENT BUILDING ROOF OVERHANG ZONE LOADS LOADS 1 N/A +32.3/-353 2 -65.1 +32.3/-56.2 3 -110.6 4 N/A +35.3/-38,2 5 N/A +35.3/-41.2 SOIL BEARING 4 COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. (MINIMUM), THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S,F, FOUNDATION LOADING. T.L. HANSON: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING. T,L, HANSON SHALL NOT BE RESPONIS15LE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS, FOUNDATIONS 4 SLAB -ON -GRADE: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA, ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 26 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR "6 REBAR 4 35" FOR 01 REBAR, PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS, TIMBER MATERIALS: ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION. IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE "USP" OR "SIMPSON" CONNECTORS SHOWN. ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED MATERIALS INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR SETTER 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 SIDE, WITH WALLS AT GARAGE TO HAVE MINIMUM R-11 INSULATION ATTIC ACCESS: ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT, AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT, ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1.3 SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. 2x4 CROSS -BRACING 6 RIDGE 20'-0" MAX I 7 lip I pm 00 ON 11 mmo 1 a 0 10 INN MUNI SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM I TRUSS 5RACING THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING 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 TOP/BOTTOM CHORD GABLE % END BRACING v 48" O.C. MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) lU J 4 CONT. BOTTOM CHORD BRACING 0'x4" MIN.) o 10'-O" MAX. 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 "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES," IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE 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. INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING 4 COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL 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. A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION), ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS (PER FBC R318). AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS TRUSSES: IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON 4 ASSOCIATES IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT, EXTERIOR WINDOWS 4 DOOR ASSEMBLIES: ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/162 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE 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 CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT. ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "Am" CIRCUIT. SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED 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 MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT, B) BOTTOM EDGE LESS THAN IS INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R3O8 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED .4 HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. 5'-O" ROOF EDGE 4� 1„ 4� E O 9) O 0 O 2" X 8" RIDGE BOARD CONT, 2"X4'L-� USP "RT3" OR - SIMPSON "H3" HURR. STRAP m 48" O.C. TYP, 2"X4" HAILERS (TYP.) 2"X4" VERTICAL SCAB im 46" O.C. (MAX.) CONN. W/ 4-16D NAILS m TOP 4 USP "RT3" OR SIMPSON "H3" HURRICANE CLIP AT BOTTOM, 2" X 6" (02 YELLOW PINE) RAFTERS m 24" O.C, USP "RT3" OR SIMPSON 11H3" PURR. STRAP EACH END 2" X 8" RIDGE BOARD SIMPSON H3 FRAMING ANCHOR TYP. ROOF SHEATHING VERT. SCAB BEVEL CUT TYP, CONT, 2"X4" NAILER TYP. (2-16D NAILS PER TRUSS) USP "RT3" OR SIMPSON "143" PURR, STRAP m SECTION IIA11-IIAII 48" O.G. TYP. BUSSES BELOW SHEATHED RIOR TO VALLEY FRAMING ISTALLATION. X ro" ("2 YELLOW PINE) VALLEY FRAMING (TYP.) COMMON TRUSS END NOT EXPOSED TO WIND ROOF VALLEY DETAIL - NOT -TO -SCALE 0 PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING o AT ALL ROOF CHANGES AND SIDE WALL AREAS ° 0 PER FBC 1012,5 /R103,15, 103,8., 903.2 AND SO5 PLACE ROOF CEMENT COATING AT ROOF DECKS 0 0 EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING ° ° WITH 1 1/2" ROOF NAILS 12" OC 0 0 0 ° o ° 0 ° ° ° ° 0 ° 0 0 0 ° SIDE WALLS OR CHIMNE` 0 0 0 0 ° o MINIMUM 8"X8" 26 GA ANGLE FL 0 OR STEP FLASHING, SEE NOTE < 0 ROOF DECK AT SIDE WALLS TYPICAL ROOF FLASHING 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'-0" TO 4'5" 4'-5" TO 8'0" 8'011- 12-0" 12'0" TO 16'O" 24" 0'-0" TO 4'0" 4'0" TO TO" 1'0" TO 10'0" 10'0" TO 14'0" p NO ANGLE BRACING REQUIRED WHEN GABLE IS NO MORE THAN 24" TALL IN CENTER 4 l7 BACKNAIL W/ (2) I&D NAILS 4 GABLE END 5 -o PARTIAL ROOF PLAN 5 -0 ZONE O 8d RING SHANK NAILS AT 6" O.C. AT EDGES 8d RING SHANK NAILS AT 6" O.C. INTERMEDIATE ZONES 2O 3O ad RING SHANK NAILS AT 6" O.C., 4" O.C. AT ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER. ROOF SHEATHING NAILINC-s NOT TO SCALE O O NOTE: NO L BRACING REQUIRED WHEN PEAK OF GABLE IS 4'0" OR LESS BRACING TO EXTEND AT LEAST 90 45 DEGREES OF WEB LENGTH ( SEE TABLE ABOVE) MAXIMUM STEP DOWN GABLE TRUSS WITH ONE LAYER I/2" CDX SHEATHING OR 1/I6" OSB NAILED WITH 8D COMMON NAILS 4" OC SIMPSON LSTA24 OR EQUAL AT 2'0" OC ( TYP) 2X4 ANGLE BRACING AT 48" OC ALONG GABLE END NAIL ENDS TO 2 X 4 BLOCKING WEB BLOCKING WITH (2) 160 TOE NAILS WOOD BEAM OR WALL BELOW 1/2" EXTERIOR CEILING BOARD 2 J( 4 NAILER ATTACHED TO BOTTOM CORD OF GABLE TRUSS AND COMMON TRUSS WITH 2 EACH 120 COMMON NAILS AT EACH UPRIGHT MEMBER ON GABLE GABLE END BRACING DETAIL NOT TO SCALE 2 X 4 WEB BLOCKS NAILED IN BETWEEN WEBS WITH (2) 16D NAILS EACH END WITH (6) 16D NAILS AT EACH END NAIL TO 2X1 4-16D TOE NAILS tv RIDGE BOARD END USE lU SIMPSON HIO CLIP AT A TRUSSES TO WOOD WALLS, FILL NAIL HOLES WITH IODXI 1/2" NAI 1NG 8b" BLOCK WALL ROOF TRU88 PLAN 1/4II _ 11 OII HVAC PLAN 1/4 = 11 OII —T.L. VAN -SON FEE, LICENrE NO 38654 1110 PVO S fAi ADE CI F r33526 I HERBY CE1�11 �,1%42-� ESE 'LA,t*C C" NDT SPECIFICATIONS WERE PREPAI"I"-t j i0 DIa%,�T,,DIRECT SUPERVISION ARE IN COMPLIA E tUlT�l"CF�A�T.FlI� SECTION 1609 OF THE FLORIDA BUILDIN g�,2IiT LtiDDITION AND ASCE 1-10 FOR 139 MPH WIND Z� 14 A#7EGORY II AND THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH ADDITION W .Q Q z 10 N W U cM N LO z co M Of F- O o J N tL ti In z co I? — N U L0 XX 0 Q Q m W — W W 0 cn cA r r4 Q Z d N FS } m N U-) 00 m 0) LO M W 2 U_ LL IL �O 00 — co 0 m 11.1 " N U�) 6 rm ro z m m N � m -0 (Lu L e a ww °LLz Z� Zo� z �z aQ d 0 Nz z� 0 n� F' O Q1 Q Q w Q 0 z O re Owwnn z V/ � ul �• 1 u z O Q� � fin: !� Q � ---Qyyy N It l Ln N d) m LIVING AREA 124 SCQ, FT, FIG 2OF2