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HomeMy WebLinkAbout803 Rosalia DrCITY OF SANFORD NOV 2 2 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: LP _ j 049) Documented Construction Value: $ EUS, Job Address: �e; /�U,S� /lc, �/- �I&Ae Historic District: Yes ❑ No ❑ Parcel ID: Residential a -t o-mmercial ❑ Type of Work: New Addition ❑ Alteration ❑ Repair ❑ Dem5 �'7' ❑ Change of Use ❑ M ve Description of Work: w i r' r e G' .� , / _ ec ! ' Plan Review Contact Person: _S Title: SC'4.91_C1�1'S54 Phone: ` -,? (S `516 ,� Y-z� Fax: Email: Property Owner Information Name 4^q4. z'dise Phone: 4?li17-- Street: 90.3 U le— Resident of property? :A16 City, State Zip: ?? ",;,,.,,, " Contractor Information Name/—, /8, C'7ya"rC Phone: Street: E'5e,3 A),A6c d,,/4, Ge Fax: _/l%l City, State Zip: 0/-%�, V6 1 L State License No.: 6LO,66 �) Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application EXISTING HOUSE TYPICAL TIE NEW FOOTING TO EXISTING WITH 2#5 BARS 6" EMBED WITH EPDXY (2 LOCATIONS) F.F.E. 0.0' EXISTING 4' CONCRETE SLAB T❑ REMAIN NEW 16'x16' FOOTING w REBAR CONT, MIN, 25' L �I I 'I li I it li I -J I ------ 220_0„ FOUNDATION PLAN PEEVE PIPE MIN, SIZES LARGER HAN PIPE ❑N❑ F❑❑TING .,EE F❑UNDATI❑N PENETRATION DETAIL RECORD COPY #5 CORNER BAR ALL LAPS MIN, 25' CELL W/ #5 DOWEL 2X4 BLOCKING 0 48" O.C. 1ST (2) TRUSS BAYS (2) 2d NAILS EACH END 20 T—BRACE IF REQUIRED BY TYP. ROOFING TRUSS MANUFACTURER TYP, L50 SKEWABLE ANGLES WITH 6-10d NAILS FIBERGLASS SHINGLES OVER 30# FELT UNDERLAYMENT 1/2' PLYWOOD SHEATHING OR 7/16' OSB MIN, —" 12 MTL, HURRICANE CLIP 3 °° , EXISTING (2)2'x12' RIDGE TO REMAIN SEE FRAMING PLAN 24„ O/C 2'x6' COLLAR TIE @ 24' o/c 2,Iell R R MNG p�,N MTL, DRIP `SEE ROOF MAR 0 5 2016 EXISTING TOP PLATE 2'x4' FASCIA TO BE CUT OFF NEW (2)2'x4' TOP PLATE HEADER (SEE CHART) REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE TYPICAL REBAR LAP @ CORNERS - -------- TIE BEAMS & FOOTINGS L CONTINUITY OF CORNERS FACIA 2x4 X—BRACE 0 96" O.C. SANFORD BUILDING DIVISION 74ALUMINUM w/ (2) 12d NAILS EA. END - ---------- LICENSE TO PROCEED WITH THE WORK AND NOT AS * IF ATTIC TRUSS X BRACE WJ VENTED SOFFIT SIDES OF ROOM ONLY CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER WZ REQUIRING A CORRECTION OF ERRORS IN PLANS, FOUNDATION NOTES CONSTRUCTION OR VIOLATIONS OF THIS CODE 1, CONCRETE FOOTINGS SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 PSI @ 28 DAYS - - GABLE TRUSS REBAR AS INDICATED ALL BARS SHALL BE DEFORMED AND CNNFORMCLEANRAND FREES TAND O FROME RUST 7/16- OSB SHEATHING 3. SPLICES MUST OVERLAP AT LEAST 25- = 4. ASSUMED 2000 PSF S❑IL DENSITY O 5. 'N❑ WOOD GRADE STAKES PERMITTED' < 6. CONTRACTOR SHALL CALL FOR SLAB INSPECTION °NAIL 35 55 M � co cn /W/ §dXCOM 6" O.C. - L Nj �Z w w EDGES 12 O.C. FIELD O a �- Z 2-12d NAILS 0 48" O.C. � � 0 0 w CD O N �, ro 'a Z Q LSTA12 STRAP 0 24" O.C. �v W U w FRAME WALL/BEAM U o Y 00 ( IF VAULT CEILING BALLOON ct EL FRAME WALL TO SCISSOR BOTTOM ) GABLE END CONNECTION FRAME TYP, L50 SKEWABLE ANGLES WITH 6-10d NAILS FIBERGLASS SHINGLES OVER 30# FELT UNDERLAYMENT 1/2' PLYWOOD SHEATHING OR 7/16' OSB MIN, —" 12 MTL, HURRICANE CLIP 3 °° , EXISTING (2)2'x12' RIDGE TO REMAIN SEE FRAMING PLAN 24„ O/C 2'x6' COLLAR TIE @ 24' o/c 2,Iell R R MNG p�,N MTL, DRIP `SEE ROOF MAR 0 5 2016 EXISTING TOP PLATE 2'x4' FASCIA TO BE CUT OFF NEW (2)2'x4' TOP PLATE HEADER (SEE CHART) REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE TYPICAL REBAR LAP @ CORNERS - -------- TIE BEAMS & FOOTINGS L CONTINUITY OF CORNERS A SANFORD BUILDING DIVISION A PERMIT 196UED SHALL BE CONSTRUED TO BE A - ---------- LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET WJ ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL W CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER WZ REQUIRING A CORRECTION OF ERRORS IN PLANS, FOUNDATION NOTES CONSTRUCTION OR VIOLATIONS OF THIS CODE 1, CONCRETE FOOTINGS SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 PSI @ 28 DAYS 2. REINFORCE F❑❑TINGS AND WALLS WITH #5 REBAR AS INDICATED ALL BARS SHALL BE DEFORMED AND CNNFORMCLEANRAND FREES TAND O FROME RUST SCALL 3. SPLICES MUST OVERLAP AT LEAST 25- = 4. ASSUMED 2000 PSF S❑IL DENSITY O 5. 'N❑ WOOD GRADE STAKES PERMITTED' < 6. CONTRACTOR SHALL CALL FOR SLAB INSPECTION BEFORE POURING MOND SLAB M � WALL SHEATHING 7/8" STUCCO W/HOUSE WRAP MOISTURE VARRIER OR TYVEK OVER 1/2' PLYWOOD SHEATHI OR 7/16' OSB MIN. USE 801 NAILS 6' O.C, EDGES 8d NAILS 12' O.C, INTERI❑R 2'x4' PT BOTTOM PLATE W/1/2'0 ANCHOR BOLTS - 32' o/c MAX, GRADE VARIES-\ 16" DOOR OR WINDOW 2'x4' STUDS @ 24' o/c EXISTING 4"CONC. SLAB �TO REMAIN #50 BARS CONT. GARAGE FRAME WALL SECTION SCALE11/2'=1'-0' - - -------- 1i L ------------ - --------- A ---- - - ----- - - - ---------- 11 U I-. WJ - -------------- - ------------ W M WZ NEW 2'x8' RAFTERS NEXT I /—TO EXISTING (SEE WALL SE IONP S, -o, -�� RDDr EDGE 4'-0' O O ©� 4'-0' ® RIDGE O O ' @ O 4'-0' ® , p p `�Fj R OF ATTACHMENT PLAN SHEATHING SHALL BE FASTENED WITH MIN. #8d RING SHANK NAILS ZONE 1 EDGES a TRUSSES 6' D.C. AND INTERMEDIATE TRUSSES 12' D.C. ZONE 2 EDGES @ TRUSSES 6' OL AND INTERMEDIATE TRUSSES 6' D.C. ZONE 3 EDGES a TRUSSES 6' D.C. AND INTERMEDIATE TRUSSES 6' D.C. TOP CHORD RACKING ! 4'-D' O.C. MAX. EDGE1 IN GABLE ENDS ONLY (SEE GABLE DETAIL) \ \ ROOF SHEATHING- --T N., BUILDING LENGTH ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING LEGAL DESCRIPTI❑NI (P, H2,5T TIES ITH 10-8d NAILS LOTS 2 & 3, (LESS THE WEST 6 FEET OF LOT 2 AND THE EAST 45 FEET OF LOT 3 AND THE SOUTH 12 FEET FOR ALLEY) BLOCK 13, 2nd. SECTION SAN LANDA, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4, PAGE 40, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. REVISIONS t� - N - n rL pp • (n O w z J JQ N z w� Y z Li W L n A n W In Lf U I-. WJ LLL W M WZ W �oJ L ZO�1 0 N a WG, o R Q 00�ro n O Z n = Z O �� < J JO M � co cn L�Q 0r - L �Z w w vi O a �- Z U � � 0 0 w CD O N �, ro 'a Z Q a - �v W U w W U o Y 00 ct EL �o L A 2 WJ 4�1 0� 0 L Q>o LD AQD o R Q .. O G LL. Q J V) � < O Z co Q Ln L O< Lo 00 rn vi 00 a �- O � 0 0 w LL N �, ro 'a Q a - �v C- M U w W U o 0 00 ct EL +� O �o 4�1 AQD 0 L a0 O (J� O `V Ln Lo 00 rn 0 w _ c O � 0 w LL N �, ro 'a Q �v C- M W U o 0 00 J LZw +� O U o L) � v' O a m m w z Zc� Zn w 0 UKAWN: N.A. REVISED: K. E. SCALE 1 /4"=1 ' —0" DATE: 03-28-14 SHEET 1 of 2 x C I K C, EXISTING HOUSE _EXISTING FRAME WALL / TO REMAIN AREA= 506 SQ. FT. ••' ELECTRICAL NOTES 1. ALL NEW RECEPTACLES LIGHTING AND SAFETY PROTECTION DEVICES (i.e. SD, CMD) SHALL BE ON CIRCUITRY PROTECTED BY A U.L. LISTED ARC -FAULT CIRCUIT INTERRUPTER (EXCEPT IN LAUNDRY, KITCHEN, BATHS, GARAGE AND PORCHES). 2. ALL RECEPTACLES SHALL BE A U.L. LISTED TAMPER RESISTANT AND ALL GFIC RECEPTACLES SHALL ALSO BE WEATHER RESISTANT RECEPTACLES. 3. ALL SMOKE DETECTORS HAVE BATTERY BACK-UP AND ARE INTERCONNECTED SO THAT IN THE THAT IN THE EVENT ONE IS ACTIVATED, ALL ARE ACTIVATED. 4. SMOKE AND CARBON MONOXIDE DETECTOR MUST BE MORE THAN 36" AWAY FROM CEILING FAN BLADES, ALSO NOT MORE THAN 10' FROM SLEEPING ROOMS DOOR ELECTRICAL, THIS PLAN IS DEVELOPED FOR CODE MINIMUM REQUIREMENTS. THE STATE CERTIFIED ELECTRICAL CONTRACTOR PULLING HIS OWN ELECTRICAL PERMIT MAY MAKE CHANGES AND TAKES FULL RESPONSIBILITY FOR THESE CHANGES. r 1ME WALL DD BASED EXTERIOR SHEATHING -OSB 1 LAYER 15#FELT DRAINAGE PLANE PAPERBACK METAL LATH NOTE: NUMBERS INDICATE SEQUENCE OF INSTALLATION 7/8" NOMINAL STUCCO THICKNESS AINAGE PLANE OVERLAP CONTROL AD FLASHING AND MEMBERANE STRIP 'ER WOOD FRAME/MASONRY CONNECTION METAL OR PLASTIC EXPANSION JOINT MEMBRANE STRIP COVERING WOOD FRAME/ MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTEC TO WRAP BT-20XL- V WIDE. TO EXTEND 2" BELOW THE CMU 5/8" NOMINAL STUCCO FINISH STUCCO FLASHING DETAIL IMPORTANT NOTES ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO SUBMITTING PLANS TO CITY/COUNTY FOR REVIEW. AIR CONDITION COMPANY IS ALSO TO DESIGN HEATING AND A/C DUCTING PLAN FOR OWNER. (IF APPLY) OWNER TO SUPPLY WINDOW & DOOR MANUFACTURED SPECIFICATIONS FOR CITY/COUNTY WITH PLANS SUBMITTAL FOR FLORIDA BUILDING CODE APPROVAL. CONTRATOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. THESE PLANS WERE DEVELOPED FROM FIELD MEASUREMENTS OF HOME AND VARY SLIGHTLY. EXISTING WALL �--DOUBLE TOP PLATE TRUSS (OR RAFTER) W/ CONNECTOR (see frame plan) RSP4 E . 7 STUD //// O.C. SPACING ## OF ROWS ;e 12 —13(MATCH EXIST.) tion) CRIPPLE STUDS 7/8" STUCCO W/HOUSE WRAP . :MOISTURE0FR�AllE VARRIE OOR TYVEK . _ _ EL. 9'-0" BRG. 2x4 SPRUCE FIR LSTA 12 ONE MIN. DBL. 2x6 HDR. '-4 7 r7 -1 L7 12'-0' F7 L-7-1 ED LSTA 1 I� 7711 [77 [71L U L FULL LEN 2x4 SOUTHERN PDE 12' THREE 15'-0' 2x6 SPRUCE FIR 16' WALL STl 9'-' 0.0' _ F. EL. 0.0 l6' TWO HEADER STUDS 2x6 SPRUCE FIR REAR ELEVATION ELECTRICAL NOTES 1. ALL NEW RECEPTACLES LIGHTING AND SAFETY PROTECTION DEVICES (i.e. SD, CMD) SHALL BE ON CIRCUITRY PROTECTED BY A U.L. LISTED ARC -FAULT CIRCUIT INTERRUPTER (EXCEPT IN LAUNDRY, KITCHEN, BATHS, GARAGE AND PORCHES). 2. ALL RECEPTACLES SHALL BE A U.L. LISTED TAMPER RESISTANT AND ALL GFIC RECEPTACLES SHALL ALSO BE WEATHER RESISTANT RECEPTACLES. 3. ALL SMOKE DETECTORS HAVE BATTERY BACK-UP AND ARE INTERCONNECTED SO THAT IN THE THAT IN THE EVENT ONE IS ACTIVATED, ALL ARE ACTIVATED. 4. SMOKE AND CARBON MONOXIDE DETECTOR MUST BE MORE THAN 36" AWAY FROM CEILING FAN BLADES, ALSO NOT MORE THAN 10' FROM SLEEPING ROOMS DOOR ELECTRICAL, THIS PLAN IS DEVELOPED FOR CODE MINIMUM REQUIREMENTS. THE STATE CERTIFIED ELECTRICAL CONTRACTOR PULLING HIS OWN ELECTRICAL PERMIT MAY MAKE CHANGES AND TAKES FULL RESPONSIBILITY FOR THESE CHANGES. r 1ME WALL DD BASED EXTERIOR SHEATHING -OSB 1 LAYER 15#FELT DRAINAGE PLANE PAPERBACK METAL LATH NOTE: NUMBERS INDICATE SEQUENCE OF INSTALLATION 7/8" NOMINAL STUCCO THICKNESS AINAGE PLANE OVERLAP CONTROL AD FLASHING AND MEMBERANE STRIP 'ER WOOD FRAME/MASONRY CONNECTION METAL OR PLASTIC EXPANSION JOINT MEMBRANE STRIP COVERING WOOD FRAME/ MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTEC TO WRAP BT-20XL- V WIDE. TO EXTEND 2" BELOW THE CMU 5/8" NOMINAL STUCCO FINISH STUCCO FLASHING DETAIL IMPORTANT NOTES ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO SUBMITTING PLANS TO CITY/COUNTY FOR REVIEW. AIR CONDITION COMPANY IS ALSO TO DESIGN HEATING AND A/C DUCTING PLAN FOR OWNER. (IF APPLY) OWNER TO SUPPLY WINDOW & DOOR MANUFACTURED SPECIFICATIONS FOR CITY/COUNTY WITH PLANS SUBMITTAL FOR FLORIDA BUILDING CODE APPROVAL. CONTRATOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. THESE PLANS WERE DEVELOPED FROM FIELD MEASUREMENTS OF HOME AND VARY SLIGHTLY. EXISTING WALL �--DOUBLE TOP PLATE TRUSS (OR RAFTER) W/ CONNECTOR (see frame plan) RSP4 E . 7 STUD //// 3TH DS BLKG. ection) '--P.T. SILL PLATE W/ BOLTS-RSP4 CLIP EA. STUD (see wall section) SIZE, #2 GRADE O.C. SPACING ## OF ROWS ;e STUD CLIP wall se tion) CRIPPLE STUDS 8'-0' 2x4 SPRUCE FIR LSTA 12 ONE MIN. DBL. 2x6 HDR. 2x4 SPRUCE FIR I6' TWO 12'-0' 2x4 SPRUCE FIR 12' LSTA 1 14'-0' 2x4 SOUTHERN PINE 16' THREE FULL LEN 2x4 SOUTHERN PDE 12' THREE 15'-0' 2x6 SPRUCE FIR 16' WALL STl 9'-' 2x6 SPRUCE FIR l6' TWO HEADER STUDS 2x6 SPRUCE FIR 12' THREE 16'-0' 2x6 SOUTHERN PDE 16' THREE 17'-0' 2x6 SOUTHERN PDE 12' MID-WALI 19'-8' 2x8 SPRUCE FIR 16' THREE 18'-0' 2x8 SPRUCE FDR CONT. 1� NAIL PER SCHEDULE — =L=111 16' THEE 22'-4' STUD CLIP (see wall E 3TH DS BLKG. ection) '--P.T. SILL PLATE W/ BOLTS-RSP4 CLIP EA. STUD (see wall section) SIZE, #2 GRADE O.C. SPACING ## OF ROWS MAX HEIGHT 2x4 SPRUCE FIR 16' NONE 8'-0' 2x4 SPRUCE FIR 16' ONE 101-V 2x4 SPRUCE FIR I6' TWO 12'-0' 2x4 SPRUCE FIR 12' THREE 14'-0' 2x4 SOUTHERN PINE 16' THREE I3'-4' 2x4 SOUTHERN PDE 12' THREE 15'-0' 2x6 SPRUCE FIR 16' NX 9'-' 2x6 SPRUCE FIR l6' TWO 14'-4' 2x6 SPRUCE FIR 12' THREE 16'-0' 2x6 SOUTHERN PDE 16' THREE 17'-0' 2x6 SOUTHERN PDE 12' THREE 19'-8' 2x8 SPRUCE FIR 16' THREE 18'-0' 2x8 SPRUCE FDR 12' THREE 21'-' 2x8 SOUTHERN PDE 16' THEE 22'-4' 2x8 SOUTHERN PINE [2' THREE 24'-0' LIMITING HEIGHT OF STUDS LOAD BEARING WALLS HEADER/STUD/STRAP CHART W #2 S.Y.P. MAXIMUM HEADER STUDS) FULL LENGTH STRAP(S) AT HEADER SPAN 8 EACH END STUDS 8 EACH EACH END OF SIZE W J END HEADER (2) 2'X6' 5'-1' I 1 1 (2) 2'X8' 6'-0' 1 1 1 (2) 2'X10' 8'-2' 2 2 2 (2) 2'X12' 12'-3' 2 2 2 ■ SIMPSON LSTA 12 OR USP LAST12 WITH SIMPSON • _ SP4 OR USP SPT4 8 EA. JACK STUD, pO PROVIDE 1 SIMPSON SP4 OR USP SPT4 II THE TOP O Q 0 AND BOTTOM OF ORE WALL STUD AT EACH SIDE OF OPENINGS, J ro ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE = NOTED ON THE ROOF PLAN, ¢ O LL. FRAME OPENING DETAILS GENERAL NOTES 1. ALL LUMBER TO BE #2 syp EXCEPT STUDS, PLATE, BLOCKING AND WALL USE #2 SPF MAX. M.C. OF 199 EXTERIOR LUMBER AND LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 2. PLEASE NOTE THE WALLS THAT SEPARATE GARAGE FROM DWELLING AND GARAGE CEILING SHALL HAVE MIN. 1,/4" DRYWALL ON GARAGE SIDE AND MIN. 5/8" TYPE X DRYWALL CEILING IF HABITABLE ROOMS ABOVE. ALSO ANY A/C DUCTS PENETRATING THESE WALLS OR CEILING SHALL BE CONSTRUCTED OF MIN. 26 GAUGE SHEET METAL WITH NO OPENING INTO GARAGE. THE DOOR BETWEEN GARAGE AND DWELLING SHALL BE MIN. 1 3/8 1' SOLID CORE WOOD OR MIN. 1 3/8" SOLID OR HONEYCOMB CORE STEEL DOOR, OR 20 MINUTE FIRE RATED DOOR. 3. PROVIDE ADEQUATE BRACING AND BRIDGING TO RAFTERS TO RESIST WIND AND OTHER LATERAL FORCES. 4. EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R-612-1 OF THE FLORIDA RESIDENTIAL BUILDING CODE 2014 EDITION R-612-1 EXTERIOR WINDOWS AND GLASS DOORS R-612-6 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT 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—ANSI/AAMA/NWWDA 101/IS2 2/97 5. WEATHER PROTECTION: A.) ALL FRAMED CONSTRUCTION EXPOSED TO EXTERIOR TO HAVE A VAPOR BARRIER INSTALLED BEFORE WALL FINISH IS APPLIED. B.) ALL ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. ROOF ASSEMBLIES SHALL BE INSTALLLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL PROTECT THE BUILDING AND STRUCTURE. C.) FLASHING TO BE INSTALLED TO PREVENT MOISTURE FROM ENTERING THE WALLS AND ROOFS THROUGH COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS, AND AT INTERSECTIONS WITH PARAPET WALLS OR OTHER PENETRATIONS THROUGH ALL ROOF PLANES. USE METAL FLASHING WITH GALV. G90 26 GA. STEEL AND INSTALL AT WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS, AND AT INTERSECTIONS, WHEREVER THERE IS A CHANGE IN SLOPE OR DIRECTION AND AROUND ALL ROOF OPENINGS. ALL METAL FLASHING SHALL BE CORROSION RESISTANT AND THICKNESS TO BE NOT LESS THAN DESCRIBED IN FLORIDA BUILDING CODE TABLE R903.2.1 FLASHING NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 6. ROOF VENTILATION: ROOF VENTS TO BE PLACED A MIN. OF 3' ABOVE VENTILATED SOFFITS. ALL SOFFITS AT EAVES TO BE VENTILATED. FOR EVERY 300 S.F. OF AT11C THERE IS 1 S.F. OF ROOF VENTING. DOOR DESIGN PRESSURE REQUIREMENTS ENTRY DOORS ALL SIZES & CONFIGURATIONS POSITIVE PRESSURE OF 25.4 p.s.f. NEGATIVE PRESSURE OF 33.8 p.s.f. GARAGE DOORS : ALL SI7FS & CONFIGURATIONS POSITIVE PRESSURE OF 25.4 p.s.f. NEGATIVE PRESSURE OF 33.8 p.s.f. S G NFORD OE pAR,�pv #16-1021 CONSTRUCTION TYPE: V -B WIND SPEED = 139 MPH V -ULT RISK FACTOR = CATEGORY lI WIND EXPOSURE = CATEGORY B INTERNAL, PRESSURE COEFF.= .18 COMPONENTS AND CLADDING ROOF= +20.3 / -83.1 WALL= +35.3 / -47.2 DESIGN REQUIREMENTS LIVE LOADS ROOF 20 PSF FLOORS, STAIRS= 40 PSF DECKS, BALCONY = 60 PSF ATTIC: UNTHABITABLE, WITHOUT STORAGE= 10 PSF WITH STORAGE= 20 PSF NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH 5th. EDITION FLORIDA BUILDING CODE 2014 RESIDENTIAL DRAFT, SECTION R301 DESIGN CRITERIA AND ASCE 7-10 TO THE BEST OF MY KNOWLEDGE THESE CONTRACT DOCUMENTS PREPARED UNDER MY DIRECT SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES ALL ALTERATIONS OR REPAIRS TO EXISTING MEET OR EXCEED 2014 FLORIDA BUILDING CODE EXISTING. REVISIONS � I M LLj N aCO W W A !!Cd- U � W J CL 0fW CO Q Ljj J W Z WQp � = C 7 Z C� �p L0 N 00 I I W W x� 0 0000 p ZW I M • _ Z pO LOLo O Q 0 ALr) J ro to = fn ¢ O LL. vi 00 M O LLJ W O �Z z U O /a `° z W Y I- 6 ---T JJ, 0 W A !!Cd- W J Q� CO Q W Q >o L7 Q 0 Q 0 O W Lc L of J w L7 Q Of �i..� zx O Q 0 ALr) o0 W O O< vi 00 M O Z ISI C9 /a L.i.� I- 6 ---T JJ, 0 . rm4 4j 4-4 !!Cd- CO O .--I U Q Cd Q 0 Hx r l of ILL.Q �i..� W O o0 O O M O Z ISI C9 N W 0 W - N.A. REVISED: K. E. SCALE 1/4)1= 1 '-0" DATE: 03-28-14 SHEET 2 of 2 N x LO cD LO ENTRY 37"x51 "SH LIVING BATH 26"x38"SH FAM I LY EXISTING HOUSE MASTER BR. EXISTING GARAGE (UNDER CONSTRUCTION) 04 37"x51 "SH 37"x38"SH DINING BEDROOM KITCHEN BEDROOM 32"x38"SH 37"x32"SH Z M w Of O CJ (ri X w GRADE VARI EXISTING ROOF TO REMAIN 2 (n 00 n x 04 U) 00 rn x C-4 r� EXISTING ATTIC INSULATI❑ EXIST, (2)2'x4' TOP PLATE HEADER IF NECESSARY)(SEE CHART) NEW WINDOWS (SEE FLOOR PLAN) ST 2'x4' STUDS WALL EXISTING 4"CONC. SLAB TO REMAIN NEW WINDOWS INSTALLATION WALL SECTION SCALE11/2'=1'-0' DOUBLE TOP PLATE TRUSS (OR RAFTER) W/ CONNECTOR (see frame plan) RSP4 E STUD P. T. SILL PLATE W/ BOLTS (see wall section) GTH DS . BLKG. ,ection ) \--RSP4 CLIP EA. STUD SIZE, #2 GRADE O.C. SPACING �� ie STUD CLIP wall se tion) NUE CRIPPLE STUDS 2x4 SPRUCE FIR LSTA 12 MIN. DBL. 2x6 HDR. 10'-0' 20 SPRUCE FM 16' TWO 12'-8' 2x4 SPRUCE FIR LSTA 1 THREE 14'-0' 2x4 SOUTHERN PINE 16' THREE FULL LEN WALL STl 20 SOUTHERN POE 12' THREE 151-T HEADER STUDS 16' NONE 914 2x6 SPRUCE FIR 16' TWO 14'-4' 2x6 SPRUCE FIR 12' THREE MID—WALT 2x6 SOUTPERN POE 16' THREE 1114 2x6 SOUTHERN PDE 12' CONT. 191-8' 2xB SPRUCE FIR 16' THREE 18'-0' STUD 1P' THU ~ 2x8 SOUTHERN PIPE 16' NAIL PER SCHEDULE 224' see wall P. T. SILL PLATE W/ BOLTS (see wall section) GTH DS . BLKG. ,ection ) \--RSP4 CLIP EA. STUD SIZE, #2 GRADE O.C. SPACING �� MAX HEIGHT 2x4 SPRUCE FIR 16' NUE 8'-0' 2x4 SPRUCE FIR 16' DE 10'-0' 20 SPRUCE FM 16' TWO 12'-8' 2x4 SPRUCE FIR )2' THREE 14'-0' 2x4 SOUTHERN PINE 16' THREE 134' 20 SOUTHERN POE 12' THREE 151-T 2x6 SPRUCE FE 16' NONE 914 2x6 SPRUCE FIR 16' TWO 14'-4' 2x6 SPRUCE FIR 12' THREE 16'-0' 2x6 SOUTPERN POE 16' THREE 1114 2x6 SOUTHERN PDE 12' THREE 191-8' 2xB SPRUCE FIR 16' THREE 18'-0' 2x8 SPRUCE FIR 1P' THU ~ 2x8 SOUTHERN PIPE 16' THREE 224' 2.8 SOUTHERN PIIS 12' THREE 24'-r LIMITING HEIGHT OF STUDS LOAD BEARING WALLS (n o wZ HEADER/STUD/STRAP CHART J J N2 SYR MAXIMUM HEADER STUD(S) FULL LENGTH STRAINS) AT HEADER SPAN E EACH END STUDS 8 EACH EACH END OF SIZE U Q � END HEADER (2) 216' 5'-1' 1 L 1 (2) 218' 61-0' 1 1 1 (2) 2110' 81-2' 2 2 2 (2) 2112' 12'-3' 2 2 2 ■ SI PSON LSTA 12 OR USP LAST12 VITH SI PSON � SP4 OR USP SPT4 ! EA JACK STUB. _l 5 PROVIDE I SDNPSON SP4 OR USP SPT4 I THE TOP AND BOTTOM OF ONE WALL STUD AT EACH SIDE OF OPEND(GS LH.. x ANY ALInVABLE HEADERS THAT EXCEED THE MMXINUN SPAN SHALL BE 000 NOTED ON THE ROOF PLAN, 4-Z FRAME OPENING DETAILS BELOW MASONRY WALt or SLAB ,,,E •�`� NOTE: NUMBERS INDICATE SEQUENCE OF INSTALLATION FRAME WALL WOOD BASED EXTERIOR SHEATHING -OSB 33 1 LAYER 15#FELT DRAINAGE PLANE ® PAPERBACK METAL LATH 5O 7/8" NOMINAL STUCCO THICKNESS DRAINAGE PLANE OVERLAP CONTROL 'BEAD FLASHING AND MEMBERANE STRIP OVER WOOD FRAME/MASONRY CONNECTION M METAL OR PLASTIC EXPANSION JOINT MEMBRANE STRIP COVERING WOOD FRAME/ MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTEC TO WRAP BT-20XL- 9" WIDE. TO EXTEND 2" BELOW THE CMU 50 5/8" NOMINAL STUCCO FINISH STUCCO FLASHING DETAIL GENERAL NOTES 1. ALL LUMBER TO BE #2 syp EXCEPT STUDS, PLATE, BLOCKING AND WALL USE #2 SPF MAX. M.C. OF 19% EXTERIOR LUMBER AND LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 2. PLEASE NOTE THE WALLS THAT SEPARATE GARAGE FROM DWELLING AND GARAGE CEILING SHALL HAVE MIN. 1,�7" DRYWALL ON GARAGE SIDE AND MIN. 5/8" TYPE XDRYWALL CEILING IF HABITABLE ROOMS ABOVE. ALSO ANY A/C DUCTS PENETRATING THESE WALLS OR CEILING SHALL BE CONSTRUCTED OF MIN. 26 GAUGE SHEET METAL WITH NO OPENING INTO GARAGE. THE DOQR BETWEEN GARAGE AND DWELLING SHALL BE MIN. 1 3/8' SOLID CORE WOOD OR MIN. 1 3/8" SOLID OR HONEYCOMB CORE STEEL DOOR, OR 20 MINUTE FIRE RATED DOOR. 3. EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R-612-1 OF THE FLORIDA RESIDENTIAL BUILDING CODE 2014 EDITION R-612-1 EXTERIOR WINDOWS AND GLASS DOORS R-612-6 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER PERFORMANCE CHARACTERISTICS AND APPROVED PROl3UCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WIN DOWS— ANSI /AAMA/NWWDA 101/IS2 2/97 4. WEATHER PROTECTION: A.) ALL FRAMED CONSTRUCTION EXPOSED TO EXTERIOR TO HAVE A VAPOR BARRIER INSTALLED BEFORE WALL FINISH IS APPLIED. B.) ALL ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. ROOF ASSEMBLIES SHALL BE INSTALLLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL PROTECT THE BUILDING AND STRUCTURE. C.) FLASHING TO BE INSTALLED TO PREVENT MOISTURE FROM ENTERING THE WALLS AND ROOFS THROUGH COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS, AND AT INTERSECTIONS WITH PARAPET WALLS OR OTHER PENETRATIONS THROUGH ALL ROOF PLANES. USE METAL FLASHING WITH GALV. G90 26 GA. STEEL AND INSTALL AT WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS, AND AT INTERSECTIONS, WHEREVER THERE IS A CHANGE IN SLOPE OR DIRECTION AND AROUND ALL ROOF OPENINGS. ALL METAL FLASHING SHALL BE CORROSION RESISTANT AND THICKNESS TO BE NOT LESS THAN DESCRIBED IN FLORIDA BUILDING CODE TABLE R903.2.1 FLASHING NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R1:um COPY (LL SCOPE OF WORK: REPLACE ALL EXISTING WINDOWS, SEE FLOOR PLAN FOR SIZES. WINDOW DESIGN PRESSURE REQUIREMENTS ALL SIZES & CONFIGURATIONS POSITIVE PRESSURE OF 25.9 p.s.f. NEGATIVE PRESSURE OF 34.7 p.s.f. CONSTRUCTION TYPE: V -B WIND SPEED = 139 MPH V -ULT RISK FACTOR = CATEGORY II WIND EXPOSURE - CATEGORY B INTERNAL PRESSURE COEFF.= .18 COMPONENTS AND CLADDING ROOF= +20.3 / -83.1 WALL= +35.3 / -47.2 DESIGN REQUIREMENTS LIVE LOADS ROOF = 20 PSF FLOORS, STAIRS= 40 PSF DECKS, BALCONY 80 PSF ATTIC: UNIHABITABLE. WITHOUT STORAGE= 10 PSF WITH STORAGE= 20 PSF O ro REVISIONS n ILi N �00 Lij (n o wZ J J Q V) / w U Y Z WLj w Lij Q A Q WQ >� 3 NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE �o ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO WLj au- ob Q U I� U Q � W a -M Q JZ 0 6 —13 —16 Wor)Ln Ln T 1 Z o -0 � CD C-4 00 LLJ W r� M 00 � U M Z 00 I I = Z 9 LnIn � 1=U J _l 5 I I IL4 LH.. Lil 000 4-Z —I O o ~ Z� CO (o Z ZU Z 0 w I.. j Y REVISED: N.A. K. E. It 0 U LO IM 0 Iqco 00 Lo r� Q' r, ^ 0 cV 0 Lu U J 0 LLI LL. U O J Q I w Q A Q WQ >� 3 NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE �o ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO LOTS 2 & 3, (LESS THE WEST 6 FEET OF LOT 2 au- Ld Q Q w o� U Q Z WO A Q Z 0 6 —13 —16 FOR CITY/COUNTY WITH REPLACE WINDOWS FLOOR PLAN O 00 07 Lj O PLANSRSUBMITTAL FORINDOORIDADBUII.DWGNCODETAPPROVAL.IFICATIONS H� W Q REVISED: N.A. K. E. It 0 U LO IM 0 Iqco 00 Lo r� Q' r, ^ 0 cV 0 Lu U J 0 LLI LL. U O J Q I w LEGAL D E S C R I P T I ❑ N � IMPaRTANT N:DTES NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE SCALE �� � �� ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO LOTS 2 & 3, (LESS THE WEST 6 FEET OF LOT 2 WITH 5th. EDITION FLORIDA BUILDING CODE 2014 AND RESIDENTIAL DRAFT, SECTION R301 DESIGN CRITERU► AND — 1 / 4 — 1 — 0 SUBMITIING PLANS TO CITY/COUNTY FOR REVIEW. AIR CONDITION COMPANY IS ALSO TO DESIGN THE EAST 45 FEET OF LOT 3 AND THE SOUTH 12 ASCE 7-10 TO THE BEST OF MY KNOWLEDGE THESE CONTRACT DOCUMENTS PREPARED UNDER MY DIRECT DATE: A FEET FOR ALLEY) BLOCK 13 2nd . S ECTI 0 N SAN SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED 0 6 —13 —16 FOR CITY/COUNTY WITH REPLACE WINDOWS FLOOR PLAN LANDA, ACCORDING TO THE PLAT THEREOF, AS `� 53TANDL 33LOF THERIFLORIDA STATUTESE WITH CHAPTERS O PLANSRSUBMITTAL FORINDOORIDADBUII.DWGNCODETAPPROVAL.IFICATIONS H� U Q Q � CONTRATOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. THESE PLANS WERE DEVELOPED FROM FIELD MEASUREMENTS OF HOME AND VARY SLIGHTLY. PUBLIC RECORDS 0 F S E M I N 0 LE COUNTY, FLORIDA. ALTERATIONS OR REPAIRS TO EXISTING 9�0� � � N�Ir 2014 FLORIDA BUILDING 1 1 O � W IL4 Lil 000 -� O U o CO Z ZU 0 w REVISED: N.A. K. E. It 0 U LO IM 0 Iqco 00 Lo r� Q' r, ^ 0 cV 0 Lu U J 0 LLI LL. U O J Q I w LEGAL D E S C R I P T I ❑ N � IMPaRTANT N:DTES NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE SCALE �� � �� ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO LOTS 2 & 3, (LESS THE WEST 6 FEET OF LOT 2 WITH 5th. EDITION FLORIDA BUILDING CODE 2014 AND RESIDENTIAL DRAFT, SECTION R301 DESIGN CRITERU► AND — 1 / 4 — 1 — 0 SUBMITIING PLANS TO CITY/COUNTY FOR REVIEW. AIR CONDITION COMPANY IS ALSO TO DESIGN THE EAST 45 FEET OF LOT 3 AND THE SOUTH 12 ASCE 7-10 TO THE BEST OF MY KNOWLEDGE THESE CONTRACT DOCUMENTS PREPARED UNDER MY DIRECT DATE: HEATING AND A/C DUCTING PLAN FOR OWNER. (IF APPLY) FEET FOR ALLEY) BLOCK 13 2nd . S ECTI 0 N SAN SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED 0 6 —13 —16 FOR CITY/COUNTY WITH REPLACE WINDOWS FLOOR PLAN LANDA, ACCORDING TO THE PLAT THEREOF, AS `� 53TANDL 33LOF THERIFLORIDA STATUTESE WITH CHAPTERS PLANSRSUBMITTAL FORINDOORIDADBUII.DWGNCODETAPPROVAL.IFICATIONS SHEET RECORDED IN PLAT BOOK 4, PAGE 40, OF THE CONTRATOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. THESE PLANS WERE DEVELOPED FROM FIELD MEASUREMENTS OF HOME AND VARY SLIGHTLY. PUBLIC RECORDS 0 F S E M I N 0 LE COUNTY, FLORIDA. ALTERATIONS OR REPAIRS TO EXISTING 9�0� � � N�Ir 2014 FLORIDA BUILDING 1 1 �+ _ —� � _ oDE EXIST NGED of