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HomeMy WebLinkAbout2442 Mellonville Ave #11-921 - bathroom additionCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION l J Application No: // '� 2 r / Documented Construction Value: Job Address: Z �/ �� N� f Avo 4v Historic District: Yes ❑ No ❑ Parcel ID: Zoning: Description of Work: I �I�>•-� A�r���^ J Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name Phone: ��1�/� Phone: Street: 2-'1y-,1 klfll'VIVI,l : Resident of property? City, State Zip: -. Contractor Information Name /V/ LW –�v y,�� Phone:\, "/ U�� .3 93 3 Street: / 01-3 -4 5ivtir_sFax: City, State Zip: Iii).'k,-*r -3 �%Z;� State License No.: T=j:— obul 7--j Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E -[nail: Bonding Company: Mortgage Lender: Address: Address: Building Permit ❑ Square Footage: No. of Dwelling Units: Electrical ❑ New Service – No. of AMPS: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing Ed New Construction - No. of fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: CODES IN EFFECT: FLORIDA BUILDING CODE 2007 - WITH 2009 REVISIONS FLORIDA BUILDING RESIDENTIAL 2007 WITH 2009 REVISIONS FLORIDA PLUMBING 2007 - WITH 2009 REVISIONS FLORIDA MECHANICAL 2007 - WITH 2009 REVISIONS NATIONAL ELECTRICAL CODE 2008NF_C t 0 . 0 . oxin 2442 S. MELLONVILLE AVE. SANFORD, FL 32771 INDEX OF DRAWINGS CS -COVER SHEAT SP -SITE PLAN Al -FOUNDATION/ FLOOR PLAN A2 - ELEVATIONS M1 -HVAC LAYOUT/ ELECTRICAL PLAN S1 -FLOOR FRAMING/ f`QQr7 N Z O J ROOF FRAMING D1 -DETAIL SHEET PER1, DESIGN REQUIREMENTS CONSTRUCTION TYPE V -B A. FLOORS,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE FLORIDA BUILDING 2007 RESIDENTIAL ASCE 7-05 W/2009 REV. 1. BASIC WIND SPEED - 120MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-05) ENCLOSED BUILDINGS=0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING: PER FLORIDA BUILDING R301 STRUCTURAL DESIGN SERVICES '053. MAITLAND AVE., UNIT 216 MAITLAND, hone(407) 45-2751 Phone (407) 645- 2799 s a__ FAX (407) 374- 2754 STRUCTURAL DESIGN SERMCES 235 S. NNII_AAU AVENUE, UNIT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 Job No. REVISIONS P7576 Drawn By. JGO Date: 02/18/11 Scale: COVER SHEET 2 UA LL 0 y d --dA Q � O W O ��0co co W w« y f`QQr7 N Z O J a v K'V wwO=-A 071=0 CJ�¢-oO OO�u 0- w WC)U) 4 Q W Co Ld Q Z LL -j C) < W�j 0� WO Cf) 7E LL �z 0 u �- 0� Nil Job No. REVISIONS P7576 Drawn By. JGO Date: 02/18/11 Scale: COVER SHEET 2 UA LL 0 y d --dA Q � O W O ��0co co W w« y f`QQr7 N Z O J a v K'V wwO=-A 071=0 CJ�¢-oO OO�u j WC)U) 4 Q W Co Ld Job No. REVISIONS P7576 Drawn By. JGO Date: 02/18/11 Scale: COVER SHEET SKETCH OF DESCRIPTION OF PROPOSED EASEMENT TO BE VACATED Legal Desefliption All that part of that 14 foot Reservation for Public Wifi s" IjIng Within'Lots 130, 131, 132, 133w and the North 17 feet of Lots 134 and 135, SANTO PARK, according to the plat thereof as recorded in Plat Bwk 5, Page 62, of the Public Rewrds of Seminlole County, Florida SURVEY NT3 1 This is not a. "Boundary Su'f only a sketch of the above legal descniption prepared by this surveyor. This legal d $cnip on was prepared on 6 October 2010. S . E .' CERTIFICATE TMs is to firilf that this OStc of Dm,,pton' of the above -descry propel and the plat hereon delineated is an gate representation of the carne. I further oeerbfy #iat this survey nests the Minimum TechnIcaI standards set fbrth by the Flon'da Board of Surveyors and Mappers pursuant to Chapter 61 G17-06 of the Flodda Administratve e pursuant to t . ' of the rd Statutes, f ' a KITNE SURVEYING, W. R. LAIR KITNER - RK&WNOK 3382 2597 SANFORD AVENUE - SANFORD, FLORIDA. 32773 4073222000 I f 2 6, 14-3411 ai r -t OM rz ya a .`j t 0 Q) X1'^3 MNAWAY t r h 1 ST(Xl y FLAME GARACF' 2U.E�,' THIS SITE PLAN IS NOT A SURVEY THIS SHEET IS FOR HOUSE PLACEMENT ONLY SDS IS NOT RESPONSIBLE FOR ANY CIVIL INFORMATION OR SETBACK REQUIREMENTS CONTRACTOR TO VERIFY ALL SITE INFORMATION WITH OTHERS PRIOR TO CONSTRUCTION i i - S � 3 s ! \ f ., f N 87451"16" E 143,75' ^` 0K T PR£. POSED EASEM f47 TO 13E VACATED ' Amx-' ) u 0 _.... '� �n Z �3 � • _ Xjf" .... �3 tjj Q U OUQ�L�O LjQ r� WO C'QEUiuco� -1132 Es, C�a fi: "4,y Uj V} pt r ZI.L 0 } ; � ..... E.i a'� � I ��' t fry vrT Z .`j t 0 Q) X1'^3 MNAWAY t r h 1 ST(Xl y FLAME GARACF' 2U.E�,' THIS SITE PLAN IS NOT A SURVEY THIS SHEET IS FOR HOUSE PLACEMENT ONLY SDS IS NOT RESPONSIBLE FOR ANY CIVIL INFORMATION OR SETBACK REQUIREMENTS CONTRACTOR TO VERIFY ALL SITE INFORMATION WITH OTHERS PRIOR TO CONSTRUCTION i i - S � 3 s ! \ f ., f N 87451"16" E 143,75' ^` 0K T PR£. POSED EASEM f47 TO 13E VACATED ' Amx-' ) LINE N01'N'TH 17' Lo3 5� 1134 r`i N l.} -135 0 1 �3 5 SITE PLAN SCALE: 1' = 20' s trr4:ff.TE ......._....__.,.._,... -..._. _- - ( F1 —1, 5.42' sr') S S1RUCIURA#. DESIGN iRNCES 235 S. MOND AWNUE, UNIT 216 MAITEAND, FI. 32751 Phone (407) 645-2799 Fox (407) 374-2754 u REVISIONS 111 '� �n Z �.a � • LINE N01'N'TH 17' Lo3 5� 1134 r`i N l.} -135 0 1 �3 5 SITE PLAN SCALE: 1' = 20' s trr4:ff.TE ......._....__.,.._,... -..._. _- - ( F1 —1, 5.42' sr') S S1RUCIURA#. DESIGN iRNCES 235 S. MOND AWNUE, UNIT 216 MAITEAND, FI. 32751 Phone (407) 645-2799 Fox (407) 374-2754 u REVISIONS 111 '� U Z Q � • _ Xjf" .... r Q U OUQ�L�O LjQ WO C'QEUiuco� Q� Uj LINE N01'N'TH 17' Lo3 5� 1134 r`i N l.} -135 0 1 �3 5 SITE PLAN SCALE: 1' = 20' s trr4:ff.TE ......._....__.,.._,... -..._. _- - ( F1 —1, 5.42' sr') S S1RUCIURA#. DESIGN iRNCES 235 S. MOND AWNUE, UNIT 216 MAITEAND, FI. 32751 Phone (407) 645-2799 Fox (407) 374-2754 SITE PLAN u REVISIONS 111 Id J U Z Q ¢ d F c9 • Q r— W I� r(j 2 r0 Q U OUQ�L�O LjQ WO C'QEUiuco� Q� Uj ZI.L W w a'� � Z O `� � z � N SITE PLAN u REVISIONS Id J U n O W ¢ d F c9 • (1) 0 oa N Z � Z N r(j 2 r0 Q U OUQ�L�O LjQ WO C'QEUiuco� _ 7.) rr f O Uj SITE PLAN Job No. P7576 Drawn By: JG0 Date: 02/16/11 Scale: 1'=20' REVISIONS SITE PLAN I N 20'-2" FOUNDATION/MASONRY NOTES 1. FOUNDATION DESIGN BASED ON ASSUMED 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 -05. 3. CONCRETE 28 DAY STRENGTH SHALL BE MINIMUM 2500 PSI W/ 34" MAXIMUM AGGREGATE 4. 4" THICK CONCRETE SLAB (25009PSI) W/ FIBER MESH OR 6X6 10/10 WWM OVER 6MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL. 5. ALL EXTERIOR BEARING FOOTINGS TO BE MINIMUM 12" BELOW FINISH GRADE 6. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE #5 DOWEL BARS W/ A MIN STD HOOK LOCATED AS SHOWN ON PLANS. LAP VERTICAL BARS TO DOWELS(SEE MASONRY NOTES) CORNER BARS SHALL BE LAPPED 25" TO FORM CONTINUITY IN THE FOOTING. 7. TYPICAL- FILLED CELL WITH 1#5 8' O.C. MAX. AND AT EACH SIDE OF AN OPENING 8. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY IN COMPLIANCE WITH SECTION R320.1 OF THE FBCR 2007 EDITION. 9. IF FILLED CELL WITH 195 IS MISSED RETRO 1#5 IN SL AB/FOOTING WITH 6" EPDXY EMBEDMENT MIN 25" LAP 10. IF J -BOLT IS MISSED USE (1) 5/8" X 8" WEDGE ANCHOR 11. ALL CONTINUOUS STEEL TO HAVE MIN 25" LAP 12. NO WOOD GRADE STAKES ALLOWED TO BE TERMITE TREATED CARRIER BEAM 2-H ETA 16's 8X8 CMU BLOCK } 24X24X16 W/ 3#5 R•EBAR EACH WAY PIER FOUNDATION RETRO TIE IN NEW FTG. W/ 2- #5 DOWELS WITH 4" EPDXIED EMBEDMENT INTO EXISTING FTG.. NOTE: MIN. 25" LAP TO NEW FTG. STEEL F NEW FTG. TO EXISTING FTG. DETAIL S I O 't PLAN b - I N 0 I N N I LO d - I N co I N O N c0 n 0 I 2'-0" 2, 0" NEW 2"X4" BEARING WALL 2X8 SYP#2 P.T. LEDGER W/2 ROWS 1/2"X5" WEDGE ANCHORS @ 24" O.C. 3/4" SHEATHING 2X8 SYP#2 P.T. FJOISTS @ 16" O.C. 1-1/2"X8" J -BOLT HUS28 CRAW SPACE GRADE CLEAN COMPACTED FILL BOTTOM OF FOOTING 10^ 12" BELOW GRADE 3-#5'8 CONT. IN 20" 10X20 CONC. FOOTING 2 FOOTING DETAIL PORCH r-- FORM + POUR �12 EXISTING BRICK PAVERS 17 CONC. STEPS 4" 2500 PSI CONC. SLAB W/FIBERMESH OVER 6 MIL VAPOR BARRIER ON CLEAN WELL COMPACTED TERMITE TREATED SOIL A GRADE (1) #5 RE -BAR VERTICAL INI I !" " FILLED CELL TO SLAB ,I fff I-' (SEE FLOOR PLAN FOR LOCATIONS) — — BOTTOM OF FTG. 12" BELOW GRADE (MIN.) (2)#5 REBAR CONT. :-4"25" MIN. LAP 0'-4" 0 3" MIN COVER 26 ONE STORY FOOTINCa @PORCH 20'-2" WROUGHT IRON HAND RAILING Cu) 36 STAIRS 3 -RISERS C0 V 2 -TREADS @ 12" 7'— 6., 1 ST FLOOR PLAN TABLE OF AREAS ADDITION LIVING 218 sq.ft. PORCH ADDITION 38 sq.ft. TOTAL ADDITION AREA 256 sq.ft. 2007/120 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R613.3.1 OF THE FLORIDA BUILDING CODE 2007 RESIDENTIAL EDITION R613.3.1 EXTERIOR WINDOWS AND GLASS DOORS R613.3.1 TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TES FED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: QWINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 COMPONENTS AND CLADDING MIDST MEET MIN. REQ. OF +25.9 PSF/ -34.7 PSF 2007/120 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBC 613.3, LISTED AND TESTED PER FBCR 613.4.1 EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +24.8 PSF/ -32.6 PSF THE BUILDING CONTRACTORS)/OWNER SHALL CHECK SETBACKS AND ZONING; REQUIREMENTS, ARCHITECTURAL, MECHANICAL, ELECTRICAL, STRUCTURAL DRAWINGS FOR OPENINGS, WINDOWS, SLEEVES,ANCHORS, HANGERS, SLAB DEPRESSIONS, DIMENSIONS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION, PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE DIM ENSIONS,CONDITIONS, AND SPECIFICATIONS ON THESE PLANS. STRUCTURAL DESIGN SERMCES 235 S lMPMD AftUNIT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fox ' (407) 374-2754 FOUNDATION/ 1=1 OOR PLAN Job No. P7576 Drawn By. JGO Date - 02/18/11 Scale., NOTED REVISIONS LLI '~ w 1- z Q C Q u o w~ _ a (n (D JN w NzvZ� S M Q0 _ i� C) Z LL- d ca� < 5 <1-0 0 et o N wW J �� � z 9< O(6 N W d' -d' N. FOUNDATION/ 1=1 OOR PLAN Job No. P7576 Drawn By. JGO Date - 02/18/11 Scale., NOTED REVISIONS CL '~ w 1- C Q u Q' cb _ a (n (D w NzvZ� S N< _ WOSIJi v _ 0¢>F=U ) X 0 L d ca� < 5 0 et o N / J FOUNDATION/ 1=1 OOR PLAN Job No. P7576 Drawn By. JGO Date - 02/18/11 Scale., NOTED REVISIONS FOUNDATION/ 1=1 OOR PLAN 16" O.H. FIBERGLASS SHINGLES 6 FIBERGLAS2S SHINGLES Tj �4 � MEN ■mom■m i ME 111'mom w Z QT Q mom ®� Wti ■ Cw..N�--tz04 w ti N N < mommom Quo=� Q0 0,, ME ZLL 0immi 6 FIBERGLAS2S SHINGLES Tj �4 REAR ELEVATION SCALE: 1'-0" = 1/411 ■Um � MEN ■mom■m i ME 111'mom w Z QT Q mom Q Wti mommom Cw..N�--tz04 w ti N N < mommom Quo=� Q0 0,, ME ZLL 0immi waw¢ Ufl: C7C7J REAR ELEVATION SCALE: 1'-0" = 1/411 ■Um � m ■mom■m i ME 111'mom w Z QT Q mom Q Wti mommom Cw..N�--tz04 w ti N N < mommom Quo=� Q0 0,, ME ZLL 0immi waw¢ Ufl: C7C7J I rJ X16" O.H. SIDING OIL 18'-8" B_RG. TYPICAL 10'-8" 2_N D F.F. TYPICAL 9'-4" BR_G. TYPICAL 8'-0" DOORS & WINDOWS _ - 0'-0"A.F.F. 0'-4" PORCH 1 -6 GRADE BRICK VENEER FRONT ELEVATION SCALE: 1'-0" = 1/411 2007/120 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF 8613.3.1 OF THE FLORIDA BUILDING CODE 2007 RESIDENTIAL EDITION R613.3.1 EXTERIOR WINDOWS AND GLASS DOORS R613.3.1 TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +25.9 PSF/ -34.7 PSF 2007/120 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBC 613.3, LISTED AND TESTED PER FBCR 613.4.1 EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF+24.8 PSF/-32.6 PSF DI IR LEFT ELEVATION SCALE: 1'-0" = 1/411 SCALE: 1'-0" = 1/411 r11- I-- i ILL" Uf llvl\ V LI VL.L1 l TO MATCH EXISTING 6" O.H. IUM 6 STRUCTURAL DESIGN SERVICES 235 S 11AIRMD AVMUE UNIT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 ELEVATIONS Job No. P7576 Drawn By. JGO Date: 02/18/11 Scale: 1/4" REVISIONS �a i w w Z QT Q c vgo00cno Q Wti Cw..N�--tz04 w ti N N < Quo=� Q0 0,, ZLL waw¢ Ufl: C7C7J < 0 i - C) LL.I 1 00-10< U)W LIL 0 (fi a N ELEVATIONS Job No. P7576 Drawn By. JGO Date: 02/18/11 Scale: 1/4" REVISIONS �a a w Q c vgo00cno Q Cw..N�--tz04 w N < Quo=� 0,, waw¢ Ufl: C7C7J ft;.. �LLI a�0 p 0 N s ELEVATIONS Job No. P7576 Drawn By. JGO Date: 02/18/11 Scale: 1/4" REVISIONS ELEVATIONS J J J J J J i J J METE PAN EI FLORIDA BUILDING CODE 2007 AND FLORIDA RESIDENTIAL CODE 2007 & 09 REVISIONS GENERAL ELECTRICAL NOTES THIS DIAGRAMMATIC ELECTRICAL PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. THE ENGINEER OF RECORD BEARS NO RESPONSIBILITY FOR ITS ACCURACY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE REQUIREMENTS AND LOCATIONS OF ELECTRICAL EQUIPMENT AND PROVIDING AND INSTALLING COMPLETE ELECTRIC SERVICE AS MAY BE REQUIRED BY THE NEC/08. THE ELECTRICAL CONTRACTOR IS TO SUBMIT PLANS AND PULL PERMITS AS REQUIRED. ALL BEDROOM RECEPTACLES TO BE AFI PROTECTED. ALL SMOKE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. SWITCHED LIGHT" FIXTURE TO BE IN EACH A'f'fIC ACCESS. ALL WIRING TO MEET OR EXCEED THE 2008 NATIONAL ELECTRICAL CODE ELECTRICAL LEGEND Q SURFACE MOUNTED LIGHT WEATHER PROOF RECEPTACLE �I GROUND FAULT RECEPTACLE WALL MOUNTED LIGHT Q C W Drawn By: Q QUADRUPLEX RECEPTACLE ORECESSED HIGH HAT 00 5 220 -VOLT RECEPTACLE VP LTJ RECESSED VAPOR PROOF LIGHT Date: -j z JOLj Q Q FLOOR RECEPTACLE F� SURFACE MOUNT FLUORESCENT FIXTURE ® BREAKER PANEL r--� jF­­II RECESSED FLUORESCENT FIXTURE M ao ELECTRIC METER u07 HEAT LAMP/ EXHAUST FAN COMBO G MAIN DISCONNECT PANEL FLOOD LIGHT 00-0w CIL Scale: DEDICATED DISCONNECT PANEL Q JUNCTION BOX _ ROUTED WIRE EXHAUST FAN Q TELEPHONE JACK TRACK LIGHTING FIXTURE Tv TELEVISION JACK SWITCH HANGER FLEXIBLE DUCTS INTERCOM �-M 3 WAY SWITCH -� SECURITY SYSTEM r'n'n 4 WAY SWITCH c1i CHIMES 69 DIMMER SWITCH N FIBERBOARD) GOUGING ANGLES 0 THERMOSTAT -O PUSH BUTTON -GARAGE DR OPENER SHALL BE 4" WIDE BY -0 PUSH BUTTON -GARAGE DR OPENER TIMER RELAY f� TIME SWITCH Q SMOKE DETECTOR �? WEATHER PROOF SWITCH DUCT TWO ANGLES PER MAX. ALSO SUPPORT GARAGE DOOR OPENER e DEDICATED RECEPTACLE 18" FROM ANY DUPLEX RECEPTACLE 110/120 PADDLE FAN SWITCH ACTIVATED RECEPTACLE SUSPEND FROM STRUCTURE OR SLAB WITH 1/4" STEEL ROD r- FLEXIBLE CONNECTION TRANSITION BACKDRAFT DAMPER INSULATED HOUSING CEILING EXHAUST GRILLE (METAL) CEILING MOUNTED EXHAUST FAN DETAIL NOT TO SCALE OVC'� c?IZ� GALV. STEEL OR ALUMINUM DUCT MADE WATERTIGHT. STIFFENERS MAY BE INSIDE CAULK WEATHER TIGHT /,SLOPED ROOF AT THE JOINING OF THE PIPE AND THE COLLARED ROOFCAP CONNECT DUCT INSIDE COLLAR AND W SEAL WITH FOIL SPEC. BACKED TAPE DUCT SIZE NOTES: 1. PRIME COAT AND PAINT TO MATCH ROOF COLOR. 2. PROVIDE FLASHING AND COUNTER FLASHING. 3. PROVIDE BIRD SCREEN AND OMIT BACKDRAFT DAMPER FOR BATH EXHAUST USE. EXHAUST ROOF CAP DETAIL SCALE = N.T.S. SIRUCIURAL DESIGN SERVICES 235 S. 40AND AWNUF UNIT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 SCALE = N.T.S. Job NO. REVISIONS �I P7576 w� � Q C W Drawn By: Q r - 00 5 Nzd zN r7 w Date: -j z JOLj Q 0 TLJi 02/18/11 o ¢ ¢ g O Z LL ao STEEL STRAP U lk� 3 O J G �. a�,t0 LL w 00-0w CIL Scale: LL & AT CHANGES _ 0 U) Q HVAC DUCT PROVIDE 22 GA. ANGLES AT BOTTOM CORNERS OF HANGER FLEXIBLE DUCTS d' DUCT TO PREVENT WITH 1-3/8" WIDE 22 N FIBERBOARD) GOUGING ANGLES GA. STEEL STRAPS SCALE = N.T.S. Job NO. REVISIONS P7576 w� rn /1 C W Drawn By: 00 5 Nzd zN r7 w Date: -j z JOLj TLJi 02/18/11 o ¢ ¢ g O STEEL STRAP U lk� 3 O J �. a�,t0 LL Y Ld N Scale: & AT CHANGES _ IN DIRECTION SCALE = N.T.S. Job NO. REVISIONS P7576 Drawn By: JGO Date: 02/18/11 22 GA. 1" WIDE STEEL STRAP EVERY 8FT. Scale: & AT CHANGES _ IN DIRECTION HVAC DUCT PROVIDE 22 GA. ANGLES AT BOTTOM CORNERS OF HANGER FLEXIBLE DUCTS (RIGID DUCT TO PREVENT WITH 1-3/8" WIDE 22 FIBERBOARD) GOUGING ANGLES GA. STEEL STRAPS SHALL BE 4" WIDE BY WRAPPED UNDER 2" HIGH BY 2" UNDER DUCT EVERY 5 FT. DUCT TWO ANGLES PER MAX. ALSO SUPPORT STRAP. 18" FROM ANY CONNECTION MINIMUM 2" WIDE NO BURN 12 GAUGE WIRE 1" WIDE 22 GAUGE RATE/SELF OR 1/4" ROD TO STRAP WRAPPING UNDER DUCT AND EXTINGUISHER FABRIC HVAC LAYOUT/ TOP CHORD OF 8FT. MAX HANGER STRAP MAY TRUSS 1" ATTACHED TO TOP CHORD OF TRUSS BE USED IN LIEU OF METAL STRAPS ELECTRICAL LEAST ONE ANGER PER DUCT ANSVERSEINT PLAN k H1"X2"XI 22 GAUGE CHANNEL ANGLE 4"X 2"X2" SOFFIT DUCT HANGING DETAIL SCALE = N.T.S. HUS28 (TYP.) 1-2X8 SYP#2 P.T. LEDGER W/2 ROWS 1/2"X5" WEDGE ANCHORS 24" O.C. Strong= Tie SIMPSON CONNECTORS LOADS FASTENERS SYP SPF WOOD TRUSS/RAFTER TO C.M.U. = (1) HETA20 U-1810# 7950 10-10dx1 1/2 2 -PLY GIRDER TRUSS/BEAM TO C.M.U. = (2) HETA20 U-2500# 12959 12-16d WOOD TRUSS/RAFTER TO WOOD FRAMING = (1) MTS12 U-8409 U-730# 14-10dx1 1/2 SP2 1065/t 60511 28-16d GIRDER TRUSS/BEAM TO WOOD FRAMING = (2) HTS202-PLY U-1680# U-1460# 6-10D X 1 1/2" SP1 585# 585# 10-10D WOOD TRUSS TO WOODTRUSS = (1) FIUS26 U- 1390# R- 10000# 2850 14-16d WOOD GIRDER TO WOOD GIRDERTRUSS U- 34159 365# 58 16d 2PLY TYPICAL = (1) HGUS48 R 7890/k 905# 16 8D X 1 1/2" H10-2 IJ -595# U-510# 12-1 OD CONVENTIONAL FRAMED JOINTS = (1)- A35 R-595//' R -510/k 12-8dx1 1/2 FOR MISSED 1 HETA20 USE 1 HTSM16 1-U-1175# 1- IJ -1020# 4-1/4" X 2 1/4" TAPCON FOR MISSED �2�HETA20 USE �2� HTSM16 2-U-2000# 2- U-1800# & 10 - 10D'S PER STRAP " UNLESS OTHERWISE NOTED (3) LSTA24 MAY BE USED IN LIEU OF (2) HTS20 OR (3)- CS 16 STRAPS Strong -Tie c CONNECTOR �IMP�ON LOADS FASTENERS SYP SPF L s("A 12 925# 7950 10-10D LfA24129511 1 12959 181UD LSTA36 164011 164011 24-10 D SP2 1065/t 60511 12-10d SP4 88511 76011 6-10D X 1 1/2" SP1 585# 585# 10-10D RSP4 31511 2850 4-8D X 1 1/2" H2.5 415# 365# 10-81) H10 965# 905# 16 8D X 1 1/2" H10-2 760# 7609 12-1 OD S I M PSO Strong -Tie UPLIFT FASTENERS CONNECTORS LOADS FRAME 2-MT312's BEAM TO POST (SEE ALT D1) w mow 28-16d 1 ABU44/ABU66 POST TO SLAB/ BOND BEAM 16809 u Q co MIN 2" SIDE COVER TO EDGE OF SLAB u•,. 12-16d/ 5/8"ANCH. wn 2- HTS20 STRAPS- GIRDER/BEAM TO POST/ MULTIPLE 2900# 48-10dx1 1/2 18-16d/ 5/8"ANCH. j 0 0- FRAME STUDS AND 1- HTT16 TO SLAB/ BOND BEAM W < CONVENTIONAL FRAMING SPECS. CF0 2" X 8" SYP #2 RIDGE, HIP & VALLEY 2" X 6" SYP #2 RAFTERS 24" O.C. 2" X 6" SYP #2 JOISTS 24" O.C. STRUCTURAL DESIGN SERVICES OR ITS P.E. WILL BEAR NO RESPONSIBILITY FOR ERROR IN TRUSS DESIGN OR MANUFACTURE THE BUILDER AND THE TRUSS MANUFACTURE ARE TO REVIEW QUANTITIES, BEARING HEIGHTS AND DESIGN LOADS BEFORE MANUFACTURE. TRUSS MANUFACTURER/CONTRACTOR TO VERIFY THAT TRUSS GIRDERS HAVE MEMBERS OR WEBS DESIGNED TO ACCOMMODATE HOLD DOWN HARDWARE 1-MTS12 (TYP.) 1 """"" H()U1- FHAMINU LAYUU I UPSET 2 PLY 1-3/4" X 11-7/8" LVL 1-1/2"X8" THROUGH BOLT 24" O.C., 6" FROM EDGE EXISTING WALL FRAMING EXISTING 2ND FLOOR FRAMING EXISTING 2-2X10 SYP#2 FLOOR JOIST RF � RETRO FRAMING S -is STRUCTURAL DESIGN SERVICES 235 S MATI-AD AVENUE, UNIT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 FLOOR/ r-. LLl c 0 w mow ° Iq ¢cS d c9 u Q co u•,. NZ�'ZN wn 0 Z_LL < j 0 0- W < w U) a. LL WOPu 0.. U)Q " U) N .. FLOOR/ r-. REVISIONS c w mow ° Iq ¢cS d c9 u Q co u•,. NZ�'ZN wn J -*zA r7 N J CIO JZ QLL,OTI U C) < < - WOPu FLOOR/ Job No. P7576 Drawn By. JGO Date: 02/18/11 Scale: /4" -- V-0" = 1/4"-, REVISIONS FLOOR/ ROOF FRAMING LAYOUT U I FLOOR SHEATHING 3/4" T&G STURDI FLOOR PLYWOOD USE 8d NAILS 6" O.C. EDGES 8d NAILS 12" 0 C. INTERIOR WALL SHEATHING 1/2" CDX PLYWOOD OR 7116" OSB FOR 7/16 OSB 2a- MAX SPAN BLOCK AS NEEDED 21/4"x.099 RING SHANK 6" U.C. EDGES 12"0.0 INTERIOR ROOF SHEATHING 1/2" CDX PLYWOOD OR 7/16'0813 FOR 1116 OSB- 24" MAX SPAN BLOCK NEEDED FOR HIGH WIND VELOCITY LONE USE MIN MUM 19/32" CDX 5'-0" - Ii - ROOF EDS G I Q 0 4'-0" © RIDGE 0 G 4'-0" 47 D O 0 P I v ROOF ATTACHMENT PLAN SHEATHING SHALL BE FASTENED WITH MIN. #8 GUN NAILS OR 2 1/4"X.099 RING SHANK "ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O.C. -ZONE 2 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. "ZONE 3 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ROOF EDGE TOP CHORD BLOCKING @ 4'-0" O.C. MAX. IN FIRST 2 FRAMING SPACES @ EA. END ROOF SHEATHING -X BUILDING WIDTH BUILDING LENGTH f - ----, .- .- --/ ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING TILE -SHALL COMPLY WITH ASTMC1167 FASTENER SHALL BE CORROSIVE RESISTANT AND NOT LESS THAN 11 GAUGE W/ 5/16" HEAD AND PENETRATE ROOF SHEATHING MIN 3/4" AND MUST COMPLY WITH 1507.4.7 FBC2001 , 4 2X WALL FRAMING d • MAX HEIGHT SP4/RSP4 SP4/RSP4 EA. STUD O POURED STRAP(S) AT LINTEL CONNECTIONS FOR OPENINGS CONT. 8" CMU d ; (TYP) SIZE FORM ', (3) 1/2"XS" ANCHOR BOLTS FILLED , , d W/R2 X2"X18/8 WAD HER ANDORS CELL � A �SP2/SP4 (TYP.) `' NUT SPACED EVENLY FROM a , , FLOOR TO BOND BEAM. SET 1 IN JOINTS PRIOR TO FILLING. EXT. FRAME WALL TO (2) 2"X10" BLOCK WALL CONNECTION ^ FOR INTERIOR BEARING FRAME WALL TO CMU USE 1/4"x TAPCONS @ 12" O.C. TO FILLED OR UNFILLED CELL MIN 1 1/2" EMBEDMENT GRADE LINE ANCHOR BOLTS 6" MAX DISTANCE FROM EDGE AND 32" O.C. *TYPICAL GIRDER OR POST TRUSS (OR RAFTER) (2) MTS 12 TO (3) STUDS W/ MIN DOUBLE TOP PLATSA 2-2X 12 HEADER UNLESS rvn it GRADE LINE TRUSS CONNECTOZSP2/SP4 Ar 32" O.C. .KG. OR SPH4 32" O.C. E: IN LIEU SP1/SP4 PLATE USE UDS TO RIM 1/2"X8" ANCHOR BOLT @ \- P.T. SILL PLATE HEADER/STUD/STRAP CHART MAX HEIGHT SP4/RSP4 SP4/RSP4 EA. STUD HEADER STUD(S) TYPICAL FRAMING AND STRAP(S) AT ALT CONNECTIONS FOR OPENINGS EA. STU STUDS @ EACH EACH END OF SIZE FORM BIDS ; ...... W UW / (2) 2"X6" 5'-1" �SP2/SP4 1 1 (2) 2"X8" 6'-0" 1 U)� ST U (2) 2"X10" #5 REBAR ^ 2 LSTA 12 (2) 2"X 12" 9'-8" 2 2 2 'SIMPSON LSTA 12 OR USP LAST12 WITH SIMPSON POURED CONC \ THREE PROVIDE 1 SIMPSON SP4 OR USP SPT4 @ THE TOP 2x6 SOUTHERN PINE AND BOTTOM OF ONE WALL STUD AT EACH SIDE OF OPENINGS. THREE U¢ 01-1.1 NOTED ON THE ROOF PLAN. FEL r 18'-0" 2x8 SPRUCE FIR 12" THREE IILIN #5 CORNER BAR LW THREE 22'-4" 2x8 SOUTHERN PINE 12" �U BLOCK 24-4- N �a MIN. DBL. 2x8 HDR. ALL LAPS 25" MIN. TOI -" VENT PIPE r�� -r- THRU LINTEL a -p LL0I.- LSTA 12 TYP. REBAR LAP FULL LENGT @ CORNERS ILL Q STUD / PbATE WALL STUD; U SP1 - 6-10 /4-10 STUD EQUIRED UNDER BEARIN PATE A OR TRUSS AT CUT TOP SP4 - 6-1 D SP4 - 6-1ODX1.5X1.5 LSTA12 10-10D MID -WALL B HEADER STUDS CONT. SP1/SP4 NAIL PER AT 16" O.C. SCHEDULE NOT @ 2 STORY 1/2" ANCFIOR BOLT - @ BOTTOM EA. SIDE OF STUDS / LSTA 24 S1 (OR 2 ON 1 SIDE) .KG. OR SPH4 32" O.C. E: IN LIEU SP1/SP4 PLATE USE UDS TO RIM CLEF (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 P.T. POST -FO MAX REACTION OF 4600# 4x4 PARRAI_M POST MAY BE USED IN LIEU OF 4x4 P.T. POST LOAD BEARING WALLS 1/2"X8" ANCHOR BOLT @ \- P.T. SILL PLATE HEADER/STUD/STRAP CHART MAX HEIGHT 32" O.C. TO SLAB OR TIE BEAM SP4/RSP4 EA. STUD HEADER STUD(S) TYPICAL FRAMING AND STRAP(S) AT HEADER CONNECTIONS FOR OPENINGS ,4" PVC VENT PIPE STUDS @ EACH EACH END OF SIZE FORM BIDS ; ...... END \ (2) 2"X6" 5'-1" 1 1 1 (2) 2"X8" 6'-0" 1 1 - (2) 2"X10" #5 REBAR ^ 2 I\ RM BIDS `, (2) 2"X 12" 9'-8" 2 2 2 'SIMPSON LSTA 12 OR USP LAST12 WITH SIMPSON POURED CONC \ THREE PROVIDE 1 SIMPSON SP4 OR USP SPT4 @ THE TOP 2x6 SOUTHERN PINE AND BOTTOM OF ONE WALL STUD AT EACH SIDE OF OPENINGS. THREE " ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE NOTED ON THE ROOF PLAN. FEL r 18'-0" 2x8 SPRUCE FIR 12" THREE IILIN #5 CORNER BAR 16" THREE 22'-4" 2x8 SOUTHERN PINE 12" �U BLOCK 24-4- N SIUT L TiLI ALL LAPS 25" MIN. TOI -" VENT PIPE r�� -r- THRU LINTEL 711- �aROU'TED CELL W/ #5 DOWEL TYP. REBAR LAP @ CORNERS CLEF (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 P.T. POST -FO MAX REACTION OF 4600# 4x4 PARRAI_M POST MAY BE USED IN LIEU OF 4x4 P.T. POST LOAD BEARING WALLS O.C. SPACI# HEADER/STUD/STRAP CHART MAX HEIGHT #2 S.Y.P. MAXIMUM HEADER STUD(S) FULL LENGTH STRAP(S) AT HEADER SPAN @ EACH END STUDS @ EACH EACH END OF SIZE 12'-0" 2x4 SPRUCE FIR END HEADER (2) 2"X6" 5'-1" 1 1 1 (2) 2"X8" 6'-0" 1 1 1 (2) 2"X10" 8'-2" 2 2 2 (2) 2"X 12" 9'-8" 2 2 2 'SIMPSON LSTA 12 OR USP LAST12 WITH SIMPSON 2x6 SOUTHERN PINE SP4 OR USP SPT4 @ EA. JACK STUD. THREE PROVIDE 1 SIMPSON SP4 OR USP SPT4 @ THE TOP 2x6 SOUTHERN PINE AND BOTTOM OF ONE WALL STUD AT EACH SIDE OF OPENINGS. THREE " ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE NOTED ON THE ROOF PLAN. 16" LIMITING HFIGHT nF STI IDS SIZE, 92 GRADE O.C. SPACI# BLOCKING BLOCKING OF ROWS MAX HEIGHT 2x4 SPRUCE FIR 16" NONE 8'-0" 2x4 SPRUCE FIR 16" ONE 10'-0" 2x4 SPRUCE FIR 16" TWO 12'-0" 2x4 SPRUCE FIR 12" THREE 14'-0" 2x4 SOUTHERN PINE 16" THREE 13'-4" 2x4 SOUTHERN PINE 12" THREE 15'-0" 2x6 SPRUCE FIR 16" NONE 9'-0" 2x6 SPRUCE FIR 16" TWO 14'-4" 2x6 SPRUCE FIR 12" THREE 16'-0" 2x6 SOUTHERN PINE 16" THREE 17'-0" 2x6 SOUTHERN PINE 12" THREE 19'-8" 2x8 SPRUCE FIR 16" THREE 18'-0" 2x8 SPRUCE FIR 12" THREE 21'-0" 2x8 SOUTHERN PINE 16" THREE 22'-4" 2x8 SOUTHERN PINE 12" THREE 24-4- 1. ROOF FLASHING TO BE MINIMUM OF 26 GAUGE 16" WIDE AND FASTEN EVERY 4# TO COMPLY W/ ASTM D-244 2. SHINGLES TO BE FASTENED WITH 1 1/4" NAILS, 6 PER SHINGLE EQUALLY SPACED PER MANUFACTURERS SPECS. 3. ALL CONCRETE WITHIN 24" OF PERIMETER OF HOUSE TO BE TERMITE TREATED 4. PROVIDE DRIP EDGE AT EAVES AND GABLES OVERLAP A MINIMUM OF 2" AND FASTENED @ 8" O.C. SECURE CONDENSER EQUIPMENT. ANCHORING SHALL BE IN ACCORDANCE TO SECTION M1307.3 OF THE FBCR. 15'--r- 30" 30' --I 15'--r- 30" ----r- 30" ---1 CLEARANCE FIXTURE CLEARANCES h s FOR SHINGLE USE GENERALNOTES 1. ALL ROOF AND FLOOR JOIST, BEAMS/HEADERS TO BE MIN. SOUTHERN YELLOW PINE 92 ROOF, FLOORS AND BEAM FRAMING WALLS TO BE SPRUCE 92 MINIMUM. MAXM. C. OF 19% EXTERIOR LUMBER OR TOUCHING CONCRETE TO BE PRESSURE TREATED. CCA. 40 MIN. 2. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORCES 3. ALL GALVANIZED STEEL FLASHING TO BE ASTM A 653/D-224 G-90 ZINC COATED MIN 26 GA. 4. PRE -PAINTED DRIP EDGE TO BE ASTM A 755 5. VENTILATION OF ATTIC -RATIO TO BE NOT LESS THAN 1/ 150 OF FREE VENTED AREA/ CEILING PER FBC 2007 CHAP R806.2 BUILDER TO VERIFY LOCATION 6. SECURE CONDENSER UNIT WITH 1 /4"x3" TAPCONS @8"O.C. MAX AND (2) AT CORNERS. EQUIPMENT ANCHORING SHALL BE IN ACCORDANCE TO SECTION M1307.3 OF THE FBCR. 7. PROVIDE DRIP EDGE AT EAVES AND GABLES OVERLAP A MIN OF 3" (IN ACCORDANCE TO SECTION R905.2.8.6 OF THE FBCR) AND FASTEN @ e" O.C. FASTENERS MUST BE A MAXIMUM OF 4" INCHES ON CENTER. 9. 1/ 4" MAX GAP BETWEEN DOOR JAMBS AND ROUGH OPENINGS. SCREWS TO PENETRATED STUDS 1 1/ 2" SEE MANUF. SPECS. 10. STUCCO TO BE 5 /8" OVER CMU OR 7 /8" ON METAL LATHE OVER WOOD 11. WINDOW CONTRACTOR TO VERIFY ALL TEMPERED WINDOW LOCATIONS PER FBC 2007 SEC. R308.4 12. (3) S rUDS IN A WALL MAY BE USED IN LIEU OF 44 PT POST. MAX REACTION OF 46009 13. NOTE ALL BALCONIES TO BE TILE W/ GROUT IN MUD SET OR LIGHT WEIGHT CONCRETE OVER SEAL O FLEX WATER PROOFING SYSTEM OR PEEL -N -STICK ON 3 /4" SHEATHING NAILED AND GLUE TO JOIST 14. CONTRACTOR TO VERIFY W/ WINDOW AND DOOR SUPPLIER THA'r ALL BEDROOMS HAVE REQUIRED EGRESS OPENINGS PRIOR TO INSTALLATION 15. ATTIC ACCESS REQ. 22"x36" W1 SWITCHED LIGHT 16. RETURN AIR WILL BE PROVIDED IN ACCORDANCE TO SECTION M1602.4 OF THE FBCR. (NOTE: UNDERCUTTING CANNOT BE USED AS A SOLE MEANS OF PROVIDING RETURN AIR FROM SPACES NOTED IN SECTION M 1602.4.) 17. 1 3/4" SOLID CORE DOOR REQUIRED BETWEEN WORKSHOP AND LIVING FIBERGLASS SHINGLE ASTM D3161 OVER 15# FELT (ASTM D226 OR D4869 TYPE 1 OVER 7/16" OS.B. (6) 1 1/4" GALV ROOFING NAILS PER 3 -TAB (8) 1 1/4" GALV ROOFING NAILS FOR ARCH SHINGLES 2% SLOPE ^- 2X6SYP#2 OVER HANG -� 16" O.H. WINDOW (SEE FLOOR PLAN) 1 PLY MODIFIED BITIUM OVER 75# BASE SHEET ON 1/2" CDX R-21 (MIN.) 11-7/8" BC 50•s a 24" O.C. 1/2" GYPSUM CEILING BOARD OR 5/8" DRYWALL 1-MTS12 (TYP.) 2-2X4'rOP PLATE HEADER SEE CHART STAIRS NOTE: STAIRS RISERS TO CONFORM TO FBC 1007.3 - 1007.8.5 2007 EDITION (2) RISERS + (1) TREAD = 24" - 25" TOTAL 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISERrFREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE '1 3/4" + - 1/4" OR PROVIDE EQUIVALENT GRASPABILfrY WINDERS - MIN. 6" WIDE @ NARROW END MIN. 11" WIDTH @ 12" FROM NARROW END TYPICAL HANDRAIL NOTE HAND RAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1 1/4" TO 2" OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4" EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8" RAFTER CRICKET AND FLASHING DETAIL N. T. S, WALL PER PLAN RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF 5"x5" METAL FLASHING W/TAR BETWEEN FLASHING AND SHINGLES 1 11�- ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. PLAN VIEW SIRUCIURAL DESIGN SERVICES 235 S Mflft AVENUE, UQT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 1/2" DRYWALL VINYL SIDING OVER HOUSE R-13 INSULATION WRAP 7/16" OSB i w 2X4 P.T. PLATE W F - 1 I W W/1.1/2"X8" J -BOLT Q� 2X8 SYP#2 P.T. LEDGER NEW 2°Xa" W/2 ROWS 1/2"X5" BEARINGWALL SP1/SP4 ct7i 32" O.C. WEDGE ANCHORS @ 24" O.C. C14N 3/4" PLYWOOD GLUE AND NAIL 0 2X8 SYPIt2 P.T. n4 2� JOISTS (9 16" O.C. 1-1/2"XB" J -BOLT = 1.JL. GRADE CRAW SPACE ::/ 0¢Q'50 CLEAN COMPACTED FILL 1 U" Z 345'S CONT. IN 20" 1 OX20 GONG. O� FOONNG STAIRS NOTE: STAIRS RISERS TO CONFORM TO FBC 1007.3 - 1007.8.5 2007 EDITION (2) RISERS + (1) TREAD = 24" - 25" TOTAL 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISERrFREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE '1 3/4" + - 1/4" OR PROVIDE EQUIVALENT GRASPABILfrY WINDERS - MIN. 6" WIDE @ NARROW END MIN. 11" WIDTH @ 12" FROM NARROW END TYPICAL HANDRAIL NOTE HAND RAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1 1/4" TO 2" OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4" EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8" RAFTER CRICKET AND FLASHING DETAIL N. T. S, WALL PER PLAN RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF 5"x5" METAL FLASHING W/TAR BETWEEN FLASHING AND SHINGLES 1 11�- ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. PLAN VIEW SIRUCIURAL DESIGN SERVICES 235 S Mflft AVENUE, UQT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 DETAILS r REVISIONS u e - i w ,. W F - 1 I W i7 Q� O o W� rn C14N �-- J N n4 2� •5 ` 99U...!UQ = 1.JL. Q � 0¢Q'50 Z li �O Q O� Q QLJJ°OO w N LLI< W 0 u) :E LjL Q u)Q d° N DETAILS r REVISIONS u e - CL ,. W F - 1 I W i7 s`t O oac~i10 K1 0 rn C14N w14 04 z Z N W � , n4 2� •5 ` 99U...!UQ = 1.JL. 0¢Q'50 JO�WQ OLY(,OJ y Q QLJJ°OO w N DETAILS Job No. P7576 Drawn By. JGO Date: 02/18/11 Scale: N.T.S. REVISIONS - DETAILS