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809 Hickory Ave #16-321 - NSFH°.y 4 JAN Docu� ne`nfi CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: nstruction Value: $ �pQ . L") -0 0 Job Address: oq 4;ckory hof Historic District: Yes ❑ No ❑ Ill: 25 -19- 3v - 5AG - W'01) -- v0?o Residential [✓rCommercial ❑ .-,,---- Parcel ' Type of Work: NewAddition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ e ❑ Mov Description of Work: 11 eu 6111 Plan Review Contact Person: Phone: Fax: Title: Email:` 1G2u hQ �;%� �lof� • G���►' Property Owner Information Nance Sh6AAAVl(t HOA Phone: 5877 Street: 151 oo l No!'�eJ TerrACe f's Resident of property? : Y City, State Zip: j f)f l L -r c, FL Narne Street: City, State Zip: Contractor Information Phone: Fax: State License No.: _ l Architect/Engineer Information .21 - 55-�—'7 Name:�V1�� I Phone: Street: 5 � 1 � .S�. P- _ Fax: �o:Z City, St, Zip: �r / % 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, CONSULT WITH YOUR LENDER OR AN A'TT'ORNEY BEFORE RECORDING YOUR NO'T'ICE 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: 5111 Edition (2014) Florida Building Code Revised: June 30, 2015 Pcrmit Application Revisio&JI" City of Sanford Response to Comments 0j,,l Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 it MAY 3 1 2016 Email: building@sanfordfl.gov Permit # & 3d, s Submittal Date Z77 who Project Address: A of - Contact: -7 Ph: 3� I - Fax: Email: doiict Id �vJ 76 4Aw. coei Trades encompassed in revision: General description of revision: 13 Building .4 eo�ehL El Plumbing ROSS No UP14 El Electrical �A�tOSJ PJZCA:1'1e- c6pqr-d El Mechanical C1.1d -d,:Do�. 4 P1, &I,,,, 11 Life Safety El Waste Water ROUTING INFORMATION Approvals Department Utilities El Waste Water El Planning ❑ Engineering ❑ Fire Prevention El Building ROUTING INFORMATION Approvals lu to a NOTICE TO E31UILDER OR OWNER CJI (D IT 16 THE INTENT OF THIS DESIGNER THAT C� CJ THESE PLANS ARE ACCURATE AND ARE 3) HU52(o CLEAR ENOUGH FOR THE LICENSED PROFE56- Uj IONAL TO CONSTRUCT THIS PROJECT, UL Ch IN THE EVENT THAT 60METHING 15 UNCLEAR ENGINEERING, SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT CJI CIDY CJI CJ3 THIS COMPANY 16 A TRUSS MANUFACTURER WHOSE THE QE61GNER LISTED IN THIS TITLE PAGE. IT 1-1955 "DE6IGN.R.ESPON5IBILITIE6". ACCORDINGLY, ET Di.'.CLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION 16 THE RE5PON6IBILITY OF THE LICENSED BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. lu to D.s.chehal, k.E. will bear no responsibility for error in 'Truss/LVL design or manufacture. The builder • and the truas 'manufacturer are to review truss plans and verify all dimensions, spans, pitches, and quantitluo before manufacture and shall refer any questions on loading or design to the engineer of record. 9 41$11 �14n x,41, �1 a NOTICE TO E31UILDER OR OWNER CJI (D IT 16 THE INTENT OF THIS DESIGNER THAT C� CJ THESE PLANS ARE ACCURATE AND ARE 3) HU52(o CLEAR ENOUGH FOR THE LICENSED PROFE56- i_—_ IONAL TO CONSTRUCT THIS PROJECT, O Ch IN THE EVENT THAT 60METHING 15 UNCLEAR ENGINEERING, SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT CJI OR NEEDS CLARIFICATION-6TOP„AND CALL CJI CJ3 THIS COMPANY 16 A TRUSS MANUFACTURER WHOSE THE QE61GNER LISTED IN THIS TITLE PAGE. IT 1-1955 "DE6IGN.R.ESPON5IBILITIE6". ACCORDINGLY, ET Di.'.CLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION 16 THE RE5PON6IBILITY OF THE LICENSED BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING PROFE66IONAL OR OWNER THAT IS CONSTRUCTING TH15 NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, •PLATE MANUFACTURER, OR TRUSS t-tANUFACTURER. PERSONS ERECTING PROJECT TO FULLY REVIEW THESE DOCUMENTS, REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND VERIFY ALL EX16TING CONDITIONS (PITCHES 4 DIMENSIONS) APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOP. HANDLING, INSTALLING, RE5TRAINING 4 BRACING OF METAL PLATE CONNECTED BEFORE CONSTRUCTION BEGINS AND ANY AND (BC51 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB ALL CORRECTIONS, IF NEEDED, TO 5E MADE AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED CJ3 Ch BEFORE ANY WORK 16 DONE AND TRUSSES ARE CONSTRUCTED, PERSONAL INJURY. Ch 55G APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS 54 B3 B2 BI THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. MI ROOF FLOOR EJ -IG EJ1A 1"— ACCU-6PAN TRUSS CO 401-321-1440 /386 Sit -5098 / 352-557-'4901 LONGWOOD / ORMOND BEACH / MA6COTTE i� JOB NAME LOT/BLK/6UE3DI V 6CA1� DATE PRAWN BY JOSS NUMBER �c Uj l Q) MIA EJ3 AI9C� Q) m D.s.chehal, k.E. will bear no responsibility for error in 'Truss/LVL design or manufacture. The builder • and the truas 'manufacturer are to review truss plans and verify all dimensions, spans, pitches, and quantitluo before manufacture and shall refer any questions on loading or design to the engineer of record. 9 41$11 �14n x,41, �1 a NOTICE TO E31UILDER OR OWNER CJI (D IT 16 THE INTENT OF THIS DESIGNER THAT C� CJ THESE PLANS ARE ACCURATE AND ARE 3) HU52(o CLEAR ENOUGH FOR THE LICENSED PROFE56- i_—_ IONAL TO CONSTRUCT THIS PROJECT, IT IS THE RESPONSIBILITY OF THE BUILDING, DESIGNER OR . Ch IN THE EVENT THAT 60METHING 15 UNCLEAR ENGINEERING, SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT CJI OR NEEDS CLARIFICATION-6TOP„AND CALL CJI CJ3 THIS COMPANY 16 A TRUSS MANUFACTURER WHOSE THE QE61GNER LISTED IN THIS TITLE PAGE. IT 1-1955 "DE6IGN.R.ESPON5IBILITIE6". ACCORDINGLY, ET Di.'.CLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION 16 THE RE5PON6IBILITY OF THE LICENSED BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING PROFE66IONAL OR OWNER THAT IS CONSTRUCTING TH15 NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, •PLATE MANUFACTURER, OR TRUSS t-tANUFACTURER. PERSONS ERECTING PROJECT TO FULLY REVIEW THESE DOCUMENTS, REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND VERIFY ALL EX16TING CONDITIONS (PITCHES 4 DIMENSIONS) APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOP. HANDLING, INSTALLING, RE5TRAINING 4 BRACING OF METAL PLATE CONNECTED BEFORE CONSTRUCTION BEGINS AND ANY AND (BC51 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB ALL CORRECTIONS, IF NEEDED, TO 5E MADE AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED CJ3 Ch BEFORE ANY WORK 16 DONE AND TRUSSES ARE CONSTRUCTED, PERSONAL INJURY. Ch 55G D.s.chehal, k.E. will bear no responsibility for error in 'Truss/LVL design or manufacture. The builder • and the truas 'manufacturer are to review truss plans and verify all dimensions, spans, pitches, and quantitluo before manufacture and shall refer any questions on loading or design to the engineer of record. 9 41$11 �14n x,41, �1 a ALL ROOF TRU55 H,ANGrERS . ARE CJI (D �. C� CJ 11J 3) HU52(o 9) HHU54& i_—_ NOTE IT IS THE RESPONSIBILITY OF THE BUILDING, DESIGNER OR . D.s.chehal, k.E. will bear no responsibility for error in 'Truss/LVL design or manufacture. The builder • and the truas 'manufacturer are to review truss plans and verify all dimensions, spans, pitches, and quantitluo before manufacture and shall refer any questions on loading or design to the engineer of record. 9 41$11 �14n x,41, �1 IJ�,l .4RE E3E,4RING 6411 II RECORD COPY I r iF Unless Noted Otherwise 1. Use HETA16 C'.M.U. To Trusses, Joists And Beams 2. Use LSTA30 Or,11TS20 Fram'`I'o Joists And Beams 3. Us( MTS12 Frame'lo Truss's 4, Use HUS26 As 1 Ply hanger And 1IGUS26-2 As 2 Ply Ranger 5. Under Girders & Beams, Apply Minimum Same Number Of studs As The Number Of I'lies III Girder Or Beam. 6. All Exterior \Valls To Be treated As Bearing Walls. 7. If A Lintel Strap Is Missed, Apply (1) IITSA116 w/ (4) 1/4” x 21/4" Taprons for 1,175 Lbs Uplift And (2)11TSA116 for 2,350 Lbs Uplift 8. MS`1'A36 And }1TS20 May Be Interchanged. 9, k11 Ganged (AlultiPle) Studs To Have SP4. Also.SI'4 May Be Used In Lieu Of. Sill & S112 ]A. 1'ruvide lilt' Rool•Decic Support Per Al'A Guidelines * 1ITT4, 11TT5, NICT iv/ 5/8" Diameter A. B. w/ 6" Embedment All Strapping Hardware To PT Lumber- To Be Galvanized Design Requirements: 1. Live loads for floors, decks, and stairs is 40 PSF 2. Live load for roof is 20 PSF 0779 o r- NT %6 ae- Vs��, a-.1;� 01�- HTTs)f ALL BEAMS 5Y OTHERS Li � 5c1 \ r ALL ROOF TRU55 H,ANGrERS . ARE CJI ALL LOOP, H�4NG RS ,a,RE^ TH�A422 CJI ^ C� CJ 11J 3) HU52(o 9) HHU54& i_—_ NOTE IT IS THE RESPONSIBILITY OF THE BUILDING, DESIGNER OR . Ch J3 ENGINEERING, SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT CJI MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOI.IT CJI CJ3 THIS COMPANY 16 A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO TH05E DESCRIBED IN WTCA 1-1955 "DE6IGN.R.ESPON5IBILITIE6". ACCORDINGLY, ET Di.'.CLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, -ERECTION AND/OR. PERNA14ENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, •PLATE MANUFACTURER, OR TRUSS t-tANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFE65IONAL ADVICE REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING, WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOP. HANDLING, INSTALLING, RE5TRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUS5E5 RECOMMENDATION5" (BC51 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB .— V// ��O AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED CJ3 Ch REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. Ch 55G APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS 54 B3 B2 BI THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. MI ROOF FLOOR EJ -IG EJ1A 1"— ACCU-6PAN TRUSS CO 401-321-1440 /386 Sit -5098 / 352-557-'4901 LONGWOOD / ORMOND BEACH / MA6COTTE V JOB NAME LOT/BLK/6UE3DI V 6CA1� DATE PRAWN BY JOSS NUMBER 6.12 MIA EJ3 AI9C� m BI AIS `~ 6:12 `> . r A6 A3 P52 - A2 I PB1 PBI P51 caCo r\ 0,1 6: 12 sl- QC / HM e `5(.. W xg # as �Y� —v�a�T o A2 _ FRAY UP I' I A2 6:12 I A2 A2 A2 / / P51 1 I 57� �� ' S rx AI r4 ' ` 1 'FRAY UP r, 1 %�2 / c� c� E I- 11 -I E I f2E P E 1 RE P EICnREP PBI J I' � FRAMED OTHERS FG4 . ' yXy ,T� ns+ FG2 Ca I. L -VL- ff"a, - FTIA SY w 6 r� Pdsr &Cti r-.,1 a�r�s ��6 PJ s} / H ��� FTIA �) li7 �asirlsl.b -�_ ——� I FTI F L ` ETI FTI – F j cr FTI FTI L- a: _ FTI L_. —► Fl I — — FTl `�' L FTI CJ } ' J I — CJIA EJI4 EJ14 EJ14 EJ14 EJ14 EJ14 EJ14 EJl 71 __j =_ CJIA CJIA IJ�,l .4RE E3E,4RING 6411 II RECORD COPY I r iF Unless Noted Otherwise 1. Use HETA16 C'.M.U. To Trusses, Joists And Beams 2. Use LSTA30 Or,11TS20 Fram'`I'o Joists And Beams 3. Us( MTS12 Frame'lo Truss's 4, Use HUS26 As 1 Ply hanger And 1IGUS26-2 As 2 Ply Ranger 5. Under Girders & Beams, Apply Minimum Same Number Of studs As The Number Of I'lies III Girder Or Beam. 6. All Exterior \Valls To Be treated As Bearing Walls. 7. If A Lintel Strap Is Missed, Apply (1) IITSA116 w/ (4) 1/4” x 21/4" Taprons for 1,175 Lbs Uplift And (2)11TSA116 for 2,350 Lbs Uplift 8. MS`1'A36 And }1TS20 May Be Interchanged. 9, k11 Ganged (AlultiPle) Studs To Have SP4. Also.SI'4 May Be Used In Lieu Of. Sill & S112 ]A. 1'ruvide lilt' Rool•Decic Support Per Al'A Guidelines * 1ITT4, 11TT5, NICT iv/ 5/8" Diameter A. B. w/ 6" Embedment All Strapping Hardware To PT Lumber- To Be Galvanized Design Requirements: 1. Live loads for floors, decks, and stairs is 40 PSF 2. Live load for roof is 20 PSF 0779 o r- NT %6 ae- Vs��, a-.1;� 01�- HTTs)f ALL BEAMS 5Y OTHERS UNLESS NOT5D ON LAYOUT, ALL ROOF TRU55 H,ANGrERS . ARE SIMP60N HU52(o OR HGU526-2 AND ALL LOOP, H�4NG RS ,a,RE^ TH�A422 UNLE=SS NOTED OTHERW113E, SEARING HEIGHTS HANGER:) TAKEOF 9'-4" HEIGHT 3) HU52(o 9) HHU54& - 12'-0" HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING, DESIGNER OR . ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING, SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOI.IT PRIOR TO FABRICATION. THIS COMPANY 16 A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO TH05E DESCRIBED IN WTCA 1-1955 "DE6IGN.R.ESPON5IBILITIE6". ACCORDINGLY, ET Di.'.CLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, -ERECTION AND/OR. PERNA14ENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, •PLATE MANUFACTURER, OR TRUSS t-tANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFE65IONAL ADVICE REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING, WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOP. HANDLING, INSTALLING, RE5TRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUS5E5 RECOMMENDATION5" (BC51 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION, WHERE NO SHEATHING 16 APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRU66E6 TRU66E5 ACCU-6PAN TRUSS CO 401-321-1440 /386 Sit -5098 / 352-557-'4901 LONGWOOD / ORMOND BEACH / MA6COTTE CUSTOMER JOB NAME LOT/BLK/6UE3DI V 6CA1� DATE PRAWN BY JOSS NUMBER SAN F �� v • / ��� �V NOTE: THI3 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD RFQJIRE MENTS OF �pAFll�," __INE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION .9301 DESIGN CRITERIA AND INCLUDING ASCE 1.10, # _ 3 2 1 ,,Y I, WIND ✓PEED -139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (YASD), 2, RISK CATEGORY 2 CONSTRUCTION TYPE ■ SINGLE FAMILY RESIDENCE W) 3, 1�IND EXPOSURE - CA7GORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 13 ,18 AND HEIGHT t EXPOSURE AD•)USTMENT COEFFICIENT 151,40 OOF. FRAMING 1. P LAN Z�� .\ D,&, '00N R". CHWAL LICENSE(? PROFEeOK4. ENGI"im1. 531 6,, &,R. 434 ALTAMONTI`= 6P ING3 FL 32114 1401x511-555 PE 19118 • aU. 00 (0) z LL Z�� .\ D,&, '00N R". CHWAL LICENSE(? PROFEeOK4. ENGI"im1. 531 6,, &,R. 434 ALTAMONTI`= 6P ING3 FL 32114 1401x511-555 PE 19118 Revision ❑ City of Sanford Response to Comments 11 Bu14 ilding Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 -- -- --_ -- Email: building@sanfordf mov Permit # Project Address: �U i dcoR Contact: -Se) //SO, , / SUb1TTlttal Date 5// e Ph: Jd ( ` d99— S9 7 7 Fax: Email: GlUdlrtlG{At/d7�R t/Cl T o.Co✓n Trades encompassed in revision: dBUilditIg IJ i hImbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water General description of revision: 42 n4l C(D -F FU;� L711tl�Jd ROUTING INFORMATION Approvals ❑ Building 3 - /�� Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention General description of revision: 42 n4l C(D -F FU;� L711tl�Jd ROUTING INFORMATION Approvals ❑ Building 3 - /�� (r) �Fil�e C2\\ w/ 1#5 RECORD COPY G SA o?D . 1 Zis 4!_ �PAR��� c, 0r IF A DOWEL IS MISSED, APPLY W/ EPDXY (SIMPSON #Ef) W/6" EMBEDMENT. DRILL 3/4" DIAMETER HOLES FOR #5 DOWELS. AREA ANALYSIS LIVING NOTICE TO 5UILDER OR OWNER 21-011 914" 11 2'-011 11-4" 9'-10" 3'-0" tal 3 P5F 12'-4' i'a9, A 2'-1011 IT IS THE INTENT OF THIS DESIGNER THAT 2,902 COVERED LANAI THESE PLANS ARE ACCURATE AND ARE FRONT ENTRY 46 CLEAR ENOUGH FOR THE LICENSED PROFE65- 601 4" RECESSED FLOOR ( 5H 26 1-01 IONAL TO CONSTRUCT THI5 PROJECT, IN THE EMT THAT SOMETHING IS UNCLEAR �... OR NEEDS CLARIFICATION—STOP—AND CALL -� e M5 THE DESIGNER LISTED IN THIS TITLE PAGE. IT 15 THE RESPONSIBILITY OF THE LICENSED C U- PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS, �I-ri� ' /8x8/O 4 I � I I-� � VERIFY ALL EX15TING CONDITIONS (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY AND +�' 9 ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE AND TRUSSES ARE CONSTRUCTED. 2111 4'-8" 2111 f' (r) �Fil�e C2\\ w/ 1#5 RECORD COPY G SA o?D . 1 Zis 4!_ �PAR��� c, 0r IF A DOWEL IS MISSED, APPLY W/ EPDXY (SIMPSON #Ef) W/6" EMBEDMENT. DRILL 3/4" DIAMETER HOLES FOR #5 DOWELS. AREA ANALYSIS LIVING 2,411 21-011 914" 11 2'-011 11-4" 9'-10" 3'-0" tal 3 P5F 12'-4' i'a9, A 2'-1011 TOTAL LIVING 2,902 COVERED LANAI 134 FRONT ENTRY 46 GARAGE 601 4" RECESSED FLOOR ( 5H 26 1-01 SN 26 �... -� e M5 ED R M, 4 C U- 9'-4" CLG, �I-ri� ' /8x8/O 4 I � I I-� � � ^ � N +�' 9 2111 4'-8" 2111 f' ` q 3/ 5H Hz 5H H2 P� ACHED x8/0 2/6x8/0 — — — I ING 11 RECESS FL00 M 12'-811 - MIN (2) 2/0x8/0 lalm A l '+ w. P a ^ N {io � I II I Q Q V1 � 9 CLG, (2) 2/0X8/0 6-5 o � 4 FAMILY RM. _ D. IRM, 3 _ 1 1�45TER 5ATH r ?1'4 CLG, m I� II 9I -4 CLG, gi 11 CLOG, A II 21-011 r -- 1-411 (- r f3 r -]fD SH 36 ' y 2/8x8/0 2/6x8/0 91-411 CLG, 15'-11" 2/8x8/0 4'-4' 15'-9NI M fil Iz 31 QII gl II - --\HALL I II 2/8Qx8�{/0 g'�ll r.. 9-4 CLG, — —� — — — — FFG . r. 6B f a I I I ► i<ITCHN 2/8x8/0 ° r _� �� -ABTER I I °' � \ ^'` 2/6x13/® - -- -4 C I TRAYICLG, r;. zsaG.rn.. r.'.c ���f.a:.� rami»mz.�1.M — © — 1I II` I I EID, M, 2 a r A.I \\ O e. �L 12 -I I — — — — 3 -0 4 -8 I m �I �, 8 - a .. 2/8x8/0 w c�6 3/0x8/0 LU 'c.., :a:.-'_r;.--.z__s. w.W., •s.,. c.. : ¢..ne,".: t.,s ..n`.x,. .>.. ,_-c•M}- _ ''. 6"yi xi ARCD LED 2/0x8/0 .: . l2) II OPENING F PANTRY Q„ II I o w �`� p x4 A T Qo S-- I sa �n 9'-4" CLG, ACCESS� O I GALLERY - —:„ �i. TRAY W1 4)(4 1 3 4 5 6 1 81 1 II 12 .., .. ... UJ.M, ,: _, r ._. IA2 Q--,� 12'-1111: a L1/ J'-5'5ro - x MUM OPENING A. Door between garage and living area of house to be minimum 20 minute solid _ core door & self closing. B. Wall between garage and living area of house to have %2" finished drywa.11 I, I N �"QA I FOYE minimum. C. Carage ceiling to be 5/8" type "x" if there. is living space above garage. — LIVING M. ► - 121-0" CLG, THREE GAR GARAGE 9'4" CLG, II - 9I -4 CLG, u " "A � ISI`�'3 m 5/8�ITyke 6�rPsv�+¢o..rc� 4" RECESSED FLOOR �-7o oP a 3/0x8/0 —11c r —,11-4%, 3'4" 1' ' Apply 2"x 6" P.T. w/ 1/2" dia, x 8" ENTRY anchor bolt @ 2'-0" o.c. w/ 2" Apply 2"x 6" P.T. w/ 1/2" dia. x 8" _ �fl� washer — 6" From top & bot. (max.) 12-0CLG, 3 3 anchor bolt @ 2'-0" o.c. w/ 2" washer — 6" From top & bot. (max.) 4 31'811 HPgF 4'-8" falf PSS 31-811 I - ( m - 8=0 x V-011 16'-0" x 6'-0" O,H,G,D, — — — taG 6 pig _r —3314 e5F 1'-4 6' ^II 1'-4' so 8' 011 8N 11-4N I' __ -V -V � — ate,a SF— __ _ r — — 16' ^N —3oll PSF 'V 11-4 121-0" 11-4 11 10,-81 181 Q11 1 6 5� wr-e CM.� 1N Co I c,^A W1 tiV5 ve,-. 48$ (r) �Fil�e C2\\ w/ 1#5 RECORD COPY G SA o?D . 1 Zis 4!_ �PAR��� c, 0r IF A DOWEL IS MISSED, APPLY W/ EPDXY (SIMPSON #Ef) W/6" EMBEDMENT. DRILL 3/4" DIAMETER HOLES FOR #5 DOWELS. AREA ANALYSIS LIVING 2,411 2ND FLOOR LIVING 431 TOTAL LIVING 2,902 COVERED LANAI 134 FRONT ENTRY 46 GARAGE 601 TOTAL 3k83 H 44 (FLORID BUILDIINNG CODD�IDENENTIAL MEET N BECTIOONN 8301 WIND LOAD CRMIA ANNpF�Its 0P INCLUDNG AXE 1-10, I, WIND $FEED A 139MPH ULTIMATE WIND $FEW (VULT) AND 106 MPH (YA61)), f=LOOR4N BUILDING AREA SQUARE FOOTAGE CALCULATIONS 2, RI6KGCAIT')�r.C•iO�RIY 2pC C ARE DONE BY THE ARCHITECT/DESIGNER. ®.S.CONVTRUCTIO'ICTYI/Ei 661NG❑;E FAMILY RMDENCE (YJ /+ CHERAL, PE. WILL BEAR NO RESPONSIBILTY 3, WIND FXPO&RE 4�pCAAIEEVi�7ORY C ��p �,I ��� r y,�� IL �-�p SCALE: 1/4"-11.011 FOR ACCURACY. BUILDER/OWNER TO VERIFY THAT 4. I�GERI-iJX' f`�EtF>aIttE CrJ.:f,ti"ICIENT FOR ENCLo6M :JUIIJANG6 I5 ,Ia AND if��7HT � (/11 Oil (SSE THE CALCULATIONS ARE CORRECT. /�OX-11l lCRT COEFFIGIRIT 161,40 SHEET ®-� 13 . � uc�t�D pR�aslcrrral. !�lCx;n�; 63i 3,, 6,1; . 434 4TAMO,'M "INGO Fl_ 32114 (4017521-5Pa'1 PE 191(8 °g`ijtvrZ , IR11=11114411 . J LU •' ! �' �,116 �... f >!. 3: 0 L16 J J:R SHEET ®-� 13 . � uc�t�D pR�aslcrrral. !�lCx;n�; 63i 3,, 6,1; . 434 4TAMO,'M "INGO Fl_ 32114 (4017521-5Pa'1 PE 191(8 °g`ijtvrZ , IR11=11114411 . I S VERTICAL u - - - 124 ul I I NOTICE TO BUILDER OR OWNER z °2 •• a ° - GRAD= 05's CONT. _ I 1=III=1 IT � --1T— � i I—I I L-1 I I--------- ... ii I_ I ---'I I I-�--I ' - � �• —III . • I I1 I II I iia a it�f t h� -3 COVERAGE '3 III MIN. (TYP.) .� •�.�•°. l.••' •' ' O7:41111 (2) #5 Rebar Cont. 4' + IONAL. TO CONSTRUCT THIS PROJECT, I 05 VERTICAL LLI IN THE EVENT THAT SOMETHING IS UNCLEAR Im OR NEEDS CL.ARIFICATION,,$TOP,.AND CAL. - CaRA )E I i—III —III— I I-1 I 1=I 11= ITj 3 05'B CONT. I.i II •� d � :-3 CO�ERA�E (TYP.) II I TT�T^�.TI•T_ 11 � II 111 � iMIN. II ; �.,;.d.�.•.... n -111- (3) #5 Rebar Cont. �J20� to PROPE651ONAL OR OWNER THAT 15 CONSTRUCTING THIS I VrERTICAL PROJECT TO FILLY REVIEW THESE DOCUMENTS, YERIFY ALL EXISTING CONDITIONS (PITCHES t DIMENSIONS •. d = GRADE TG 11,7; _ z II 1—I I' I I=1 I I—I 11= a•d 2 1'5'5 CONT. r� a' ALL CORRECTIONS, IF NESE, TO BE MADE _= =+ ' I—` I .r —ISI-�—TTT= 3 COVERAGE T_ MIN. (TYP.) + A •i.;'� r:'; C� (2) #5 Rebar Cont. O I "5 VERTICAL GRADE a —_ I I—III—III- I I ►=�Tf—TZ :: III—III--i c+=11 a' •d •fir I•i=i-I-I=------3 COVERAGE`n'.., II E.I MIN. (TYP) 3 s'a CONT .. •:.'•• •:..; .' . ;11111=111r'� O ifi 11 (3)5 Rebar Cont. t o 2011 1 05 VERTICAL 3/4' RAINCUT z1° — _ GRADE a I I=TI l III—III l i- -°I mi 1 "5'a CONT. E LTi—► I I=F_1•. I I I—IIT—I I _ j I i I .Oa ,•�;- 3 COVERAGE III _ ,� �r T�--L-IT _ _cpPE III— ITI= MIN. (TYP.) O(2) #5 Rebar Cont. 10, 1 "5 VERTICAL 3/4' RAINCUT _ GRADE a• 4 a IIII1=111= ::r _' 1=1 I I—T= I I= III—i I I. III 1 I I M1 1 ms's coNT I -01"0'. P�—I1�-3 COVERAGE MIN. (TYR) =11= =1 OTl I IIl iI I—' ' (3) #5 Rebar Cont. Z 1F A DOWEL IS MISSED, APPLY W/ EPDXY (SIMPSON # ET) W/ G" EMBEDMENT. DRILL 3/4" 0 HOLES FOR #5 DOWELS. Dear��y FOOTING HAVE BEEN DESIGNED FOR A SOILING B.EARIN ' PRESSURE OF 2000 PSF REVI P-1 F � u - - - 124 ul I I NOTICE TO BUILDER OR OWNER I IT 15 THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR TOUGH FOR THE LICENSED PROFESS- 4' + IONAL. TO CONSTRUCT THIS PROJECT, LL LLI IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CL.ARIFICATION,,$TOP,.AND CAL. 1 •�, THE DESIGNER LISTED IN THIS TITLE PAGE, IT IS THE RESPONSIBILITY OF THE LICENSE PROPE651ONAL OR OWNER THAT 15 CONSTRUCTING THIS PROJECT TO FILLY REVIEW THESE DOCUMENTS, YERIFY ALL EXISTING CONDITIONS (PITCHES t DIMENSIONS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NESE, TO BE MADE BEFORE ANY WORK 15 DONE AND TRU60 ARE CONSTRUCTED, P-1 F � u - - - 124 ul I I � I I � FOUNDATION LAN 5CA4:1/4"=I'-O" #5 Verfi cam\ C��p) �1 *5 E_ 11 kq I�-4Skt 5A FORo FPAR"� NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RE81MTIAL EDITION SECTION 8301 DESIGN CRITERIA AND INCLUONG ASCE 1-10, 1, IWIND•SPEED - WPH ULTIMATE WIND SPEED (YULT) AND 108 MPH WSW, 2+ R18K CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (Y) 3. WIND, EXPOSURE - CATEGORY C 4, INTERNAL PRE5511RE COEFFICIENT FOR ENCLOSED MILDING816 ,18 AND HEIGHT 4 EXPOSURE Ar)MTZT COEFFICIENT 151+40 mi SHEET D.S. 'Y110ER' C40AL \ LicE�W PROFFF BICNAI: E qGI 531_,, 8•F? 434 ALTAVNTi; BP 10. rL 32114 ave ommm PIERN ;zWm2l&= L6 m 4' + LL LLI OEMr LLI?'M.0ILI" 1 •�, !; SHEET D.S. 'Y110ER' C40AL \ LicE�W PROFFF BICNAI: E qGI 531_,, 8•F? 434 ALTAVNTi; BP 10. rL 32114 ave ommm PIERN ;zWm2l&=