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410 Hansom Pkwy 16-241 (bedroom wall separation),JAN 111 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I (P" L1 Documented Construction Value: $ �j © Q - CJ—D M� _ , v Job Address: Cf� 1�r1 � � "_4Hi�srt�o-/rriic District: Yes ❑ No ❑ Parcel ID: Residential Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration 0 Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Ltovj Plan Review Contact Person: Title: Phone: A07 2Z I -4 3(05 Fax: Email: b ryi yq ,-C. L'22 Property Owner Information Name i Phone: I D -) `?-I-c;lntsa ��`� t Street: -P Resident of property? City State Zip: J a - O—Jc FL. 11 Al.., ` W str 2 3�i9 : 16 Contractor Information °' s a! "' ` z"�`'x� `�� •i: L ' •,; {,'3Ctt" la's nntzzim , Name Phone: .Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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,, CPNSULT. 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application EXISTING WINDOW EXIST, A/C ��X�FY wl.�ow EX15TIN II I IBEh, RM, #2 it �I .1. /C o ® HAS= z _ EXISTING EXISTING ° BATH HALL DRY, I O EXITING IBED, RM, 1 8'-0" CLC, II `II EX15TING WINDOW J��l12U16 F�. SCALE: 1/4":1'-0" R i ELECTRICAL sYMaoLs CARPORT 160 TOTAL r-IXIFING KITCHEN FLOOD LIGHT �0 SWITCH �3 THREE WAY SWITCH CARPORT zo � DUPLEX OUTLET � Qo z � DUPLEX SPLIT WIRED OUTLET ZSR °° O TRIPLE OUTLET � � SXX-_ EXI8TIN ). W � ® SPECIAL OUTLET (220) ��- rHEATICAL STRIP -� LIVING ROOM `'' z�( � BELL SYMBOL (Dsa 8'-0" CLG, 3 EXISTING TELEVISION DOOR EXHAUST FAVI r-1- C EXISTING o BAtH 1- 9 ® ELEC. DISTRIBUTION PANEL EXITING IBED, RM, 1 8'-0" CLC, II `II EX15TING WINDOW J��l12U16 F�. SCALE: 1/4":1'-0" NOTE, ALL BRANCH CIRCUITS THAT SUPPLY 12S -VOLT., SINGLE-PHASE, 15 -AND 20- AMPERE Ol1T276 INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE LIVING ELECTRICAL sYMaoLs CARPORT 160 TOTAL LIGHT RECESS LIGHT FLOOD LIGHT �0 SWITCH �3 THREE WAY SWITCH � DUPLEX OUTLET � DUPLEX SPLIT WIRED OUTLET � TRIPLE OUTLET TRIPLE SPLIT WIRE OUTLET ® SPECIAL OUTLET (220) ��- rHEATICAL STRIP -� TELEPHONE JACK � BELL SYMBOL (Dsa SMOKE 4 GO SENSOR DETECTOR COMBO. E3 TELEVISION EXHAUST FAVI r-1- ELECTRICAL METER DISCONNECT FLOOR OUTLET ® ELEC. DISTRIBUTION PANEL CHANDELIER NOTE, ALL BRANCH CIRCUITS THAT SUPPLY 12S -VOLT., SINGLE-PHASE, 15 -AND 20- AMPERE Ol1T276 INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE LIVING gel CARPORT 160 TOTAL 1,131 ENl'IRE BRANCH CIRCUIT, NEC gal i UPGRADE. TRACK LIGHTING ��- rHEATICAL STRIP CEILING FAN . ELECTRICAL NOTES. I, ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE "NATIONAL ELECTRICAL CODE" (NEC) t THE "FLORIDA BUILDING CODE" (FBC), 2, ALL CABLE SHAD. BE COPPER UNLESS OTHERWISE NOTED AND: APPROVED, 3, INDOORS CONDUIT SHALL BE ROMEX CABLE OR EQUAL. 4, OUTDOORS UNDERGROUND CONDUITS SHALL BE SCHEDULE -40 PVC UNDER PAYED AREAS, 5, CONTRACTOR SHALL FURNISHED ALL°LABOR, .MATERIALS AND EQUIP, FOR A COMPLETE ELEC, INSr, IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS At APPLICABLE CODES AND REGULATIONS, 6, ELEC, CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG, AND ARCH, FIXTURES, 1, ELCt, CONTRACTOR TO PROVIDE EMPTY GONE UItS A5 REQD, FOR TELEPHONE LINES 4 r,Y, ANTENA, 8, ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR, 9, ALL LIGHT FIXTURES AND FANS t0 BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED, 10, ADEQUATE SERVICE MUST BE PROVIDED FOR NEW AbDI'iION,` 11, ELECTRICAL CONTRACTOR TO NOTIFY CITY IF PANEI. NEEDS LIVING gel CARPORT 160 TOTAL 1,131 ENl'IRE BRANCH CIRCUIT, NEC gal i zo t= cs) WINDOW EXISTING WINDOW This diagramatic plan is intended to show lighting and convienence outlets only. D.S. Chebal will bear no responsibity for its accuracy. it is the electrical contractor's responsibli ty to verify the requirement. and locations of all electrical equipment and provide and install complete electrical service ae zsquired . Electrical contractor to sumbit electrical plan and pull FOR 4 ELECTR I ICAL LO permit as required. NOTE: THIS STRUCTUR.E1-HAS BEEN�DESIGNED TO MEET -.OR EXCEEDTHE WIND' LOAD 'REQUIREEMENTS. OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL �FIFTH EDITION SECTION -R301-.DESIGN.CRITERIA AND INCLUDING ASCE 7-10.- :1:WZND SPEED= 139 MPH ULTIMATE WIND SPEED(Vu1t)ANDF108MPH(Vasa) - '2."RISK CATEGORY 2 . CONSTRUCTION -.TYPE= SINGLE FAMILY RSSZDENCE (V)' - ' 3. WIND EXPOSURE= 'CATEGORY C ' 4. INTERNAL PRE3SURECOEFFICZEP7T FOR ENCLOSED BUILDINGS 13 .18 AND ' HEIGHT S EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 - RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER PATE SANFC)RD _8UlL®INCL DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE �1ILQiN� SANPQRa 'Al SCALE: 1l4":1'-0" RTM�G AREA ANALYSIS LIVING gel CARPORT 160 TOTAL 1,131 UPGRADE. zo t= cs) WINDOW EXISTING WINDOW This diagramatic plan is intended to show lighting and convienence outlets only. D.S. Chebal will bear no responsibity for its accuracy. it is the electrical contractor's responsibli ty to verify the requirement. and locations of all electrical equipment and provide and install complete electrical service ae zsquired . Electrical contractor to sumbit electrical plan and pull FOR 4 ELECTR I ICAL LO permit as required. NOTE: THIS STRUCTUR.E1-HAS BEEN�DESIGNED TO MEET -.OR EXCEEDTHE WIND' LOAD 'REQUIREEMENTS. OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL �FIFTH EDITION SECTION -R301-.DESIGN.CRITERIA AND INCLUDING ASCE 7-10.- :1:WZND SPEED= 139 MPH ULTIMATE WIND SPEED(Vu1t)ANDF108MPH(Vasa) - '2."RISK CATEGORY 2 . CONSTRUCTION -.TYPE= SINGLE FAMILY RSSZDENCE (V)' - ' 3. WIND EXPOSURE= 'CATEGORY C ' 4. INTERNAL PRE3SURECOEFFICZEP7T FOR ENCLOSED BUILDINGS 13 .18 AND ' HEIGHT S EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 - RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER PATE SANFC)RD _8UlL®INCL DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE �1ILQiN� SANPQRa 'Al SCALE: 1l4":1'-0" RTM�G AREA ANALYSIS LIVING gel CARPORT 160 TOTAL 1,131 %5, "YINDER" CHEHA!_ LICENSED PRCi=-SVONAL ENCxIN� 531 S., S,F— 434 . A.TAMNIE 31114 1�c7'L�1!-Pr�54i \ PE 19118 WEATHER FOLD UP WEATHER MECHANICALLY FASTEN AS RESISTIVE RESISTIVE BARRIER 6 NECESSARY IN. CORNERS BARRIER TEMPORARILY SECURE THROUGH FLASHING i WEATHER EXTERIOR I RESISTIVE I BARRIER. SHEATHING TAPE SILL PLATE 2 m (ASSEMBLED m WINDOW) I 2 i x o FLASHING LA H N DO NOT FLAT i OVER BOTTC I NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP d TEMPORARILY NOTES: SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (M N. 8' W DE) ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 2. WEHEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATH 3. FOLD WEATHER RESISTIVE 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER BACK OVER HEAD BARRIER TO FORM WATER SHEDDING LAPS r -LASHING AND SEAL WITH TAPE TYPICAL- WINDOW FLASHING DETAIL • N.T.S. FLASHING WOODEN SIDING r— SILL PLATE SEE NOTE 42 �J ! t II / I 'NALL SHEATHING J 3 NOTES: I. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (}AIN. 6' WIDE) Weep acraeds 2512.1.2 'Keep s� eda . 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE A renin m 0,0194nch (0.43 r ) (No. 26 galvanized street page), 3. INSTALL SILL FLASHING AS SHOWN ABOVE cortos cn-+as'santweep scraed,mitis a mirimumm ,m cal attachment fange of 3'/, inches (33 mm) shah oe provided at or below the famdalion plata nne on exterior stud wets in amordance with ASTM C 326. The weep eased shag be placed a 4. INSTALL F! ASHING AROUND REMAINING WINDOW UNIT minirrwm of 4 inches (102 mm) above the earth or 2 irx;t s (51 mm) st— pared areas and be of a type that wilt allow trapped water to drain to Ilia exlerior of Rhe 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS buudrng. Tia wcalher­res-slant barrier shat lap the adadment flange. The exterar lash Brief cover and lerrrinate on the attachment flange of the weep screed. TYPICAL FLASHING DETAIL AT SILL PLATE WEEP SCREEDS DETAIL PLT.S. N TS. CVILhtl�l/- nnnl- rn n1-VAlki FRONT ELEVATION D C_t_ g- D 14dX/'j C BEARING is 81-0" A,F,F, /-L WIN, HGT, 6 6'-811 A,F,F, I BEARING 6 81-0" A,F,F, I 12 WIN, NGT, is 6'-8" A,F,F, SIDING FINISH Ll ova — — — — — — — — — — — — — — FINISH FLOOR 7111& EXISTING 51V1CTURE TO REMAIN t'vlfltll l/_ nnnt rn ntov A IiLI IP Mill - • FINISH FLOOR ,+r I/� II -I I-0II �Jl� i SCALE: 1/4"=1'-O" �o LG E.3� /moo F/•�I � SCALE: I/4":II-0" /s6 Z / o 7 5perol Lumber Note5 All Lumber to be Southern Yellow Pirie 12 with maximum content of moisture 197 Exterior Lumber to be P� essure Treated. Studs May Be Spruce 12 Footings have been designed for a General Foundation Notes: soil bearing pressure of 2000 PSF. 1. All concrete slabs shall have a compressive strength of not less than 2500 PSI - r@ 28 days. Slabs shall be reinforced with fiber mesh on 6 mil. vapor barrier over clean compacted termite treated fill. 2: Concrete footings shall have a compressive.strength of not less than 2500 PSI 28 days. Reinforce footings with # 5 bars as indicated. All bars shall be deformed, and shall conform to ASTM designation A305, and be clean and free from rust and scale. Splices shall overlap at least 25'. Alk RR.>at to �A 64,wle * 3. For concrete block walls provide concrete filled cells with l - # 5 bar vertically continuous from footing to tie beam at all comers and where otherwise noted as per foundation plan. 4. Extend s4b! — Ya" at door openings. 5. Extend slab 1 —'/z" and recess'/," for sliding glass door tracks. No wood grade stakes allowed All Strapping Hardware To PIT ember To Be Galvanized 'oNH I -- ''' St14tUC MALS AT s' o.c- CR ZOt,(E I =1Q_?VAL4iT F'H.FYI.4TIC ,t uL=EL°r8G N.a23 AT 6' O.C. CR AND A n� h' AT t-crrr� MX maw FCR a::AC•E] aasu CP RCCA Q �' o.-• • M -O FOR 03i3E3 ARZA3 F of strop R00F NAILING PAT7ERNt 4 ZONE I - USE 5d RING SHANK N.AIL5 ,AT 6' O.C. SPACING (FELD) � T AND 4' O.C. AT SUPPORTED ZONE 2 - USE 8d FRING SHANK NAILS AT 6° O.C. SPAC114C-- (SUPPORT, EDGES) AND 6' O.C. AT FclLD +-0 PKELI ATIC NAILS N A -r 5E USED IN LIE! OF 8d BRING SHANK NAILS, NAILED 4' O.C. AT EG -E5 AND b° O.C_ AT FELD. C S= ( -0 2-V4 X .)31 AND PASELODE 2-1/4"X .099 ) =->CrMOR WALL NAIL PATTERN, L F LTwoOD: (FE -ILD) USE ed NAILS AT 6° O.C. SPACING (SDGJ USE 3d NAIL5 AT 4' O.C. SPACING (DfTMRJ0FR WALL SHEATHING) G y P S M EsOAt�D NAILlrlG P:+TTE1�Atg USE 5d NAILS AT -I" O.C. SPACING TTSgZLOr..K TOP FILLER 5L YK 2x4 C-rjo = LtF4X THA L�Tu 7JHE7ADEER(SEE ix I SIC Roo F Ob a thit-tq Lawut SS SIMPSON LSTA12 OD NAILS 2 12' O.C. FZAILING U I MTH SIDES U1J STAGGERED 2 ROVS SP4 OR SSP' LOAD S SARI N E3 WALLS HEADER/STUD/STRAP CHART (N,T.S,) 3/4" CDX MAXIMUM SPAN HEADER STUD(S) a EACH END fUl_L LE H STUDS) a EACH ENIS 4 STRAPS g EACH END 1F- HEADER 2) 2X6 2) 2X9 Y=. 2) 2X10 > 2X12 3,-2• 2 1 z ! 2 �1 2 C9 (,J it Lt- 3-2X12 � R I �TRlNG��S 13N RLR � 2.X^r P 7- K1 ci( ("SLA 7"E TREAD o ee �I o c/JtJ l MtagXjl°il.� S 9.'16" l MAXiT"ildM TOTAL VARIATION SETWIM ALL R . 3/5" TOTAL =jgALjiT 2EA1 CVILhtl�l/- nnnl- rn n1-VAlki FRONT ELEVATION D C_t_ g- D 14dX/'j C BEARING is 81-0" A,F,F, /-L WIN, HGT, 6 6'-811 A,F,F, I BEARING 6 81-0" A,F,F, I 12 WIN, NGT, is 6'-8" A,F,F, SIDING FINISH Ll ova — — — — — — — — — — — — — — FINISH FLOOR 7111& EXISTING 51V1CTURE TO REMAIN t'vlfltll l/_ nnnt rn ntov A IiLI IP Mill - • FINISH FLOOR ,+r I/� II -I I-0II �Jl� i SCALE: 1/4"=1'-O" �o LG E.3� /moo F/•�I � SCALE: I/4":II-0" /s6 Z / o 7 5perol Lumber Note5 All Lumber to be Southern Yellow Pirie 12 with maximum content of moisture 197 Exterior Lumber to be P� essure Treated. Studs May Be Spruce 12 Footings have been designed for a General Foundation Notes: soil bearing pressure of 2000 PSF. 1. All concrete slabs shall have a compressive strength of not less than 2500 PSI - r@ 28 days. Slabs shall be reinforced with fiber mesh on 6 mil. vapor barrier over clean compacted termite treated fill. 2: Concrete footings shall have a compressive.strength of not less than 2500 PSI 28 days. Reinforce footings with # 5 bars as indicated. All bars shall be deformed, and shall conform to ASTM designation A305, and be clean and free from rust and scale. Splices shall overlap at least 25'. Alk RR.>at to �A 64,wle * 3. For concrete block walls provide concrete filled cells with l - # 5 bar vertically continuous from footing to tie beam at all comers and where otherwise noted as per foundation plan. 4. Extend s4b! — Ya" at door openings. 5. Extend slab 1 —'/z" and recess'/," for sliding glass door tracks. No wood grade stakes allowed All Strapping Hardware To PIT ember To Be Galvanized 'oNH I -- ''' St14tUC MALS AT s' o.c- CR ZOt,(E I =1Q_?VAL4iT F'H.FYI.4TIC ,t uL=EL°r8G N.a23 AT 6' O.C. CR AND A n� h' AT t-crrr� MX maw FCR a::AC•E] aasu CP RCCA Q �' o.-• • M -O FOR 03i3E3 ARZA3 F of strop R00F NAILING PAT7ERNt 4 ZONE I - USE 5d RING SHANK N.AIL5 ,AT 6' O.C. SPACING (FELD) � T AND 4' O.C. AT SUPPORTED ZONE 2 - USE 8d FRING SHANK NAILS AT 6° O.C. SPAC114C-- (SUPPORT, EDGES) AND 6' O.C. AT FclLD +-0 PKELI ATIC NAILS N A -r 5E USED IN LIE! OF 8d BRING SHANK NAILS, NAILED 4' O.C. AT EG -E5 AND b° O.C_ AT FELD. C S= ( -0 2-V4 X .)31 AND PASELODE 2-1/4"X .099 ) =->CrMOR WALL NAIL PATTERN, L F LTwoOD: (FE -ILD) USE ed NAILS AT 6° O.C. SPACING (SDGJ USE 3d NAIL5 AT 4' O.C. SPACING (DfTMRJ0FR WALL SHEATHING) G y P S M EsOAt�D NAILlrlG P:+TTE1�Atg USE 5d NAILS AT -I" O.C. SPACING TTSgZLOr..K TOP FILLER 5L YK 2x4 C-rjo ILII I TOP PLATEE SPLICE PETAIL TOPPLATE CORNEA.PETAlt BEARING 81-011 A,F,F, WIN, HGT, 6'41 A.F.F. FINISH FLOOR Ik 11 SP4 OR SSP L�Tu 7JHE7ADEER(SEE inrrsT 2 xA�y SIC Roo F Ob a thit-tq Lawut ILII I TOP PLATEE SPLICE PETAIL TOPPLATE CORNEA.PETAlt BEARING 81-011 A,F,F, WIN, HGT, 6'41 A.F.F. FINISH FLOOR NOTE:, THIS: STRUCTURE ;HAS .-BEEN. DESIGNED TO:.MEET OR EXCEED THE WIND --'. LOAD. REQUIREMENTS OF. THE'2014 FLORIDA BUILDING CODE RESIDENTIAL!.: °FIFTH'=EDITION,SECTION'R301IDESIGN CRITERIA AND INCLUDING ASCE 7-10 1:>WIND "PEED 139`MPH.ULTIMATE WIND, SPEED (Vult) AND 1081,IPH(Vasd) 2. RISK CATEGORY 2 - :CONSTRUCTION 'TYPE=.:SINGLE FAMILY RESIDENCE (V) . --•�•3t-!WIND S.XPOSURE= CATEGORY C .4:. INTEP-1VIL- PRESSURECOEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND -.1HEIGHT -& 'EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40- . D.B. "VINDER° CHEHAL LICENSED PROFEUIcNAL ENG NEER 531 S., S.R. 44 ALTAMONTE/tyy6MIINta tF_ ?211 PE 19118 j Ik 11 SP4 OR SSP I 7JHE7ADEER(SEE : �4_ CHART BELOW) SS SIMPSON LSTA12 OD NAILS 2 12' O.C. MTH SIDES STAGGERED 2 ROVS SP4 OR SSP' LOAD S SARI N E3 WALLS HEADER/STUD/STRAP CHART (N,T.S,) 92 SYP HEADER SIZE MAXIMUM SPAN HEADER STUD(S) a EACH END fUl_L LE H STUDS) a EACH ENIS 4 STRAPS g EACH END 1F- HEADER 2) 2X6 2) 2X9 2) 2X10 > 2X12 3,-2• 2 1 z ! 2 NOTE:, THIS: STRUCTURE ;HAS .-BEEN. DESIGNED TO:.MEET OR EXCEED THE WIND --'. LOAD. REQUIREMENTS OF. THE'2014 FLORIDA BUILDING CODE RESIDENTIAL!.: °FIFTH'=EDITION,SECTION'R301IDESIGN CRITERIA AND INCLUDING ASCE 7-10 1:>WIND "PEED 139`MPH.ULTIMATE WIND, SPEED (Vult) AND 1081,IPH(Vasd) 2. RISK CATEGORY 2 - :CONSTRUCTION 'TYPE=.:SINGLE FAMILY RESIDENCE (V) . --•�•3t-!WIND S.XPOSURE= CATEGORY C .4:. INTEP-1VIL- PRESSURECOEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND -.1HEIGHT -& 'EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40- . D.B. "VINDER° CHEHAL LICENSED PROFEUIcNAL ENG NEER 531 S., S.R. 44 ALTAMONTE/tyy6MIINta tF_ ?211 PE 19118 j . �.. a) �i� ��= W F7'G- To Ek /S •-Tial F EXISTING STRUCTURE TO REMAIN � � N cele -m,) 6" /?I -r:j/ 2 Y/--) 4: JoALt_ /1aaF Unless Noted Otherwise : .2. Use LSTA30 Or HTS20 Frame To Joists And Beams 3. Use Al'TS12 Frame To Trusses 4. Use HUS26 As 1 Ply Hanger And HGUS26-2 As --------------------,--._.____________----- ------ _ .. Ply Hanger �. Under Girders & Beams, Apply Minimum Same Number Of Studs As The Number Of Plies In Girder Or Beam. Ileo LLe17 c -)1--/N6 -6. All Exterior Walls To Be treated As Bearing Walls. 8. INISTA36 And HTS20 May Be Interchanged. 9. All Ganged (A'lultiple) Studs To Have SP4. Also SP4 May Be Used In Lieu Of SPI & SP2- 10. Provide HIP Roof Deck Support Per APA Guidelines ` HTT4, HTT5, AIGT W/ 5/8" Diameter A. B. w/ 6"•Embedment QTS' /2 2,� G �/L /n7 (5:All Strapping Hardware To PT Lumber To Be Galvanized. �-oi _ Design Requirements ( ( L Live loads for floors, dMININIVstairs is 40 PSF 2. Live, load for roof is 20 PSF -r, BATT INSUL. AS SPEC. 17 2 DBL. TOP PLATE SH �4 ry �-f v.r 7- & C 2 WIN(DoW AS SPEC. NARbLE SILL INSUL, W/ VAPOR BARRIER �16a,C / - 1i7' GYP. BOARD /�-- BASE TRIM ATE y� N-4P.T. SOLE PL S }8 \ \ 2'i.�O.a W/2 ". SP1 c�3z \ - WASHERS ----- -- °-- � _ 0. : 0�Cltd. FL_,�> , I ---III--- I JE�'"a 4 X1 Y .4/ N' FouNz)A7loti FLAN ROOF FRAMING FLAN &GALE: I/4"=I'-0" NOTE: THIS. STRUCTURE: HAS BEEN DESIGNED TOMEETOR EXCEED THE WIND LOAD REQUIREMENTS OF�'THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 'FIFTH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. 1':WIND=SPEED='139 NLDH--ULTIMATE WIND. SPEED (Vult) AND 1081,LPH(Vasd) 2. RISK CATEGORY 2 --. CON STRUCTION TYPE= -SINGLE FAMILY RESIDENCE(V) - 3:'WIND EXPOSURE= CATEGORY C ' 4.,INTERNAL PRESSURE -COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT &'EXPOSURE ADJUSTMENT COEFFICIENT IS 1..40 ' D:v. "VINDI=R" CHEM... 531 5, 6,R. 434 ALTAN0NTE F9, IN- I•L 32114 RE (401�521-5551 19IIYJ 40,06