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HomeMy WebLinkAbout207 Laurel Dr + (a)+' 3 U�; 001 2010 CITY OF SANFORD BUILDING & FIRE PREVENTION EIVPERMIT APPLICATION - i Application No: (© 1 � �-1 Do,/c�umnented Construction Value: $ Job Address: 02O� Laves Pwt 5 �d.t` pe— Historic District: Yes ❑ No ❑ . Parcel ID: 0/,� Q 36 5-/E36000 O 1 1 t7 Zoning: Description of Work: Plan Review Contact Person: (w-loS 1", - -C(" A'�t►cAc?- Phone: 3yl -2�-C. -'� ZSI Fax: 4Zrv9 /V -,S I61 E-mail: Property Owner Information Title: pesi4.1- Name LL i7et) let",_( Phone: Street: o263- t4(j"'d Resident of property? Y. _A= City, State Zip: FL /3" /� Contractor Information Name Phone: Street: PD a X 16Zfx, _ Fax: Yom- 81 V - 161 City, State Zip: 4� R_ 92 49' State License No.: CGC I SO :1-t Syl // ''// Architect/Engineer Information Name: [�i�N rf &lzi Phone: Street: City, St, Zip: 27.!k i Bonding Company: Address: Building Permit Square Footage: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ Plumbing ❑ New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 11 No. of heads: GENERAL FRAMING NOTES 1, ALL LUMBER TO BE SOUTHERN YELLOW PINE #2 OR SPRUCE #2, MAXM,C, OF 19% EXTERIOR LUMBER ---4---------- • '' - AND IN CONTACT WITH CONCRETE TO BE F PRESSURE TREATED, TYPICAL TIE NEW CMU 2. ALL EXTERIOR DOORS AND DOOR TO GARAGE MUST 1 EXISTING UTILITY I ( BE OF SOLID WOOD AND MINIMUM THICKNESS OF F.F.E. -6" T❑ EXISTING (SEE DETAIL) 1 3/8, OR SOLID CORE METAL I TYPICAL RETRO FIT CELL i i EXIST. FRAME WALL ' IF NOT EXISTING (SEE DETAIL) 3, EXTERIOR WINDOWS AND GLASS DOORS # I REMOVEDi (2 LOCATIONS) MUST MEET THE REQUIREMENTS OF R-613-1 TO BE I OF THE FLORIDA RESIDENTIAL BUILDING CODE 2007 EDITION WITH 2009 SUPPLEMENTS EXISTING WALL R-613-3 EXTERIOR WINDOWS AND GLASS DOORS I GFI �! ` ��---° R-613-3-1 TESTING AND LABELING. EXTERIOR WINDOWS I 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 EXISTING HOUSE \�� O I APPROVED PRODUCT EVALUATION ENTITY TO INDICATE F.F.E. 0.0 __. _ GFI ! COMPLIANCE WITH .THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: l I WINDOWS-ANSI/AAMA/NWWDA 101/IS2 2/97 i EXISTING CARP'P RT \ I NEW GARAGE o F.F.E. -9 GFI Tl II uU i o 00 REMOVED WINDOWS i Til GARAIGE D(]OR TPENED GF FILL WITH CMU I ISI f Ill I Yo w 25" MIN, LAP CONTINOUS STEEL REMOVED WINDOWS 1 I o � ¢ STANDARD BOND Irl w /Tl\ Jill I I TYPICAL FILLED CE.L l` o a m z NOOK BEAM CONTINUOS TO BOND EAMz I Q w o — 1COVER 0 m Ce NEW 34SH I z z VERT. RE1NF. GFI „ GFI - IN GROUTED F.F.E. 4" �j CELL L -11C I 9'-0"x7'-0" OHID. CLEANOUT REQ'D FOR GROUT LIFT I>5 FT. UNLESS O O a FOOTING DWL. IS z NOT REQ'D. STANDARD HOOK 12'-1„ ELECTRICALI FOOTING THIS PLAN IS DEVELOPED FOR CODE MINIMUM REINFORCING REQUIREMENTS. THE STATE CERTIFIED ELECTRICAL CONTRACTOR PULLING HIS OWN ELECTRICAL PERMIT MAY MAKE CHANGES AND TAKES FULL RESPONSIBILITY TYPICAL FILLED CELL DETAIL AREA= 227 SQ. FT. FLOOR/ELECTRICAL PLAN FOR THESE CHANGES. EXISTING HOUSE F.F.E. 0.0' F.F.E. -6" I s I : EXISTING CONC. SLAB I I i F.F.E. 9" 00 ' NEW FOOTING i (SEE WALL SECTION) • I, i �"'-.•--2 /..».,._.,-..,..,.-._.�_r � E .,.,_�� ._.� :L._� � � I � ( ISI i I(I f F.F.E. -4" 12'-1„ ,FOUNDATION PLAN i 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. i #5 CORNER BAR ALL LAPS MIN, 25' GROUTED CELL W/ #5 DOWEL TYPICAL REBAR LAP @ CORNERS TIE BEAMS & FOOTINGS CONTINUITY_ -OF CORNERS FOUNDATION NOTES 1, CONCRETE FOOTINGS SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 PSI @ 28 DAYS 2, REINFORCE FOOTINGS AND WALLS WITH #5 REPAIR CONFORM TO GRADE 4T ASTM DESIGNATIONMA365AND AND BE CLEAN AND FREE FROM RUST AND SCALL 3, SPLICES MUST OVERLAP AT LEAST 25" 4, ASSUMED 2000 PSF SOIL DENSITY 5, 'NO WOOD GRADE STAKES PERMITTED" 6, CONTRACTOR SHALL CALL FOR FOOTING INSPECTION BEFORE POURING CONCRETE EXISTING ROOF 1 II i �,. 111 I 1 - T EXISTING WALL EXISTING BEAM ANTED CMU WALL FRONT ELEVATION EXIST. OURED TI BEAM OPEN BLOCK TO ALLOW NEW CELL FILLING EPDXY DOWEL TO EXISTING BEAM, MIN. 4' EMBEDMENT -' LAP NEW STEEL 25" ALL LOCATIONS MIN, "OPENINGS MAY VARY IN WIDTH" OPEN BLOCK TO ALLOW DOWEL INSTALATION, CLOSE UP WITH FORM AND FILL CELL TO EXISTING BOND BEAM. EPDXY DOWEL TO EXISTING FOOTING, MIN. 4" EMBEDMENT DOWEL = # 5 RE -BAR 0 30" LENGTH MIN. EPDXY = SIMPSON "SET" OR EQ, HIGH STRENGTH EPDXY. RETRO—FIT, CELL DETAIL 2'x4' WEB @ 48' o/c EXISTING ROOF EXISTING CLIP 2'x4' CEILING JOISTS @ 24" o/c WITH HM9 TIES AT CMU END, H3 AT WOOD BEAM 7 , HETA16 STRAP @ 32' o/C-1 PRESCAST CONC, SILLS- 8'X8'X16' CONC, BLOCK IN COMMON BOND P Aa P IFE IM IT �y -' EXISTING ROOF-\ OIL LL. 8 -V- B R G. Q_BRG. I EXISTING BEAM .- U -Precast Lintel (811X81) I I-- Mark NO, Nominal Clear S an - PAINTED CMU WALL I-'" "` EXISTING WALL Filled (2)45 B Filled i led 015 T&B (145T0115B C D Filled (2)#5 T & B E L-2 ` L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 (P,S,) L-17 (P,S,) L-18 (P,S.) L-19 (P.S,) L-20 MS.) L-21 (P,S.) L-22 (P -S) 1' 212' 218' 312' 410' 416' 5'2' 6'2' 710' 810' 9'2' 1010' 11'2' 12'0' 1218' 13'4' 14'0" 16'0" 18'0" 18'8' 20'8' 22'8' 110' 316' 410' 416' 514' 5'10' 6'6' 1'6' 8'4' 914' 10'6' 11'4' 12'6' 13'4' 14'0' 14'8' 15'4' 17'4' 19'4' 20'0' 21'4' 24'0' 2'-0' 2'-4' 2'-6' 2'-8'1952 3'-0' 44' 5'-0'1076 61-0" 84' 7845 __7= 8122 12374 12591 12867 - '42// b604 8488 8680 8871 346 4383 4538 7178 1 6033 F.F.E. EL. --9" • SANFORD BUILDING DEPT. --TKME PLANS ARE REVIEWED AND CONDITIONALLY E RIGHT ELEVATION ACOEPiED FOR PERMIT. 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 DEPT FROM THEREAFTER REQUIRING A CORREC- 2500 PSI CONC, FILL TION OF ERRORS ON THE PLANS, CONSTRUCTION AOR OTHER VIOLATIONS OF THE CODES. (CONCRETE PLACED IN FIELD) SEE SCHEDULE FOR STEEL REINFORCEMENT AND TIE BEAM ABOVE Total Allowable Superimposed Load - Pounds Per Linear Foot U -Precast Lintel (811X81) U -Precast Lintel (8"X16" composite) Mark NO, Nominal Clear S an Total Lintel San No Fill No STEEL .filled (1)45 A Filled (2)45 B Filled i led 015 T&B (145T0115B C D Filled (2)#5 T & B E L-2 ` L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 (P,S,) L-17 (P,S,) L-18 (P,S.) L-19 (P.S,) L-20 MS.) L-21 (P,S.) L-22 (P -S) 1' 212' 218' 312' 410' 416' 5'2' 6'2' 710' 810' 9'2' 1010' 11'2' 12'0' 1218' 13'4' 14'0" 16'0" 18'0" 18'8' 20'8' 22'8' 110' 316' 410' 416' 514' 5'10' 6'6' 1'6' 8'4' 914' 10'6' 11'4' 12'6' 13'4' 14'0' 14'8' 15'4' 17'4' 19'4' 20'0' 21'4' 24'0' 2'-0' 2'-4' 2'-6' 2'-8'1952 3'-0' 44' 5'-0'1076 61-0" 84' 7845 __7= 8122 12374 12591 12867 - '42// b604 8488 8680 8871 346 4383 4538 7178 1 6033 2304 290 301 4546 4649 4753 2045 2577 2669__T0_9_412 4212 1722 2167 2245 3538- 1484 `1865 1932 9 2 3042 1304 163 1 96 2548 2607 2666 1138 1425 14 9 989 1236 1281 1918 1936 2009 904 1128 1170 1749 1832 807 1004 1042 1554 1591 1628 749 931 933 MY -14 1507 708 783 784 1 1389 1421 548 760 765 11395 1448 15 2 jql 687 681 1376 1437 332 521 523 1153 1197 1250 233 406 408 1 1057 1104 208 376 377 280 1017 1063 186 302 1 880 913 954 111 237 239 801 Note: (P.S,) represent precast lintels prestressed using (2) 7/16' Diameter Prestressing Strands. TYP, Total Allowable Superimposed Load - Pounds Per Linear Foot Zw Recessed Door Headers (8'x6' (8"X14u co OSite) Mnrk No, Nominal Clear San Door Size Width N:' Fill No STEEL Fitted Filled WORT ASR (o)If RAD45T A B Filled 015704511 C Filled (»#5B4O115T D D-1 D-2 D-3 D-4 D-5 D-6 D-7 D -B D-9 2'-4' 2'-8' 2'-10' 3'-0' X-4' 4'-4' T-4' 6'-4' 8'-4" 2'-0' 2'-4' 2'-6' 2'-8'1952 3'-0' 44' 5'-0'1076 61-0" 84' _?.612 3917 NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE POSITIVE PRESSURE OF 25,4 p.s.f. WITH FLORIDA BUILDING CODE 2007 WITH 2009 SUPPLEMENTS RESIDENTIAL EDITION, SECTION R301 DESIGN 2235 3351 6790 7015 7168 2084 3125 6320 6539 6642 2927 SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED 1732 2597 5391 5432 5631 1292 193 4956 4049 4198 1589 3138 3267 33q 642 1367 2650 2755 CODE EXISTING RESIDENTIAL 904.2 736 1051 2026 20782130 1/2" NON SAG CLG, DRYWALL ATTIC INSULATION (R-19 MIN,) NOTE WHEN BUCKS ARE LESS THAN 1 112' (OPTIONAL) THICK TAPCONS MUST BE 1/4' x 3 1/2' LONG AND RAN THROUGH WINDOW MULLINS AND -EXISTING WOOD BEAM BUCK STRIPS TO CMU TO SEE MFGS, SPECS, DOOR FRAME TO BLOCK STD 180D HOOK @ EACH END OF STIRRUP W/2 112' LEG EXTENSION I Lj PAST BEND, (TYP) 7/32' STIRRUPS AT 44' c -c (TIED OR WELDED) NOTES= 1, MINIMUM COVERAGE OF STEEL - 15' 2, MIN, BEARING REQUIRED AT EA. END - 4' U -TYPICAL LINTEL SECTION 15N PRECAST CONCRETE 4.WT 4MM nm -� FLORIDA PRODUCT APPROVAL M FL, 158-R1' W/ 2005 REVISION GENERAL NOTES 1) CODES: U FLORIDA RESIDENTIAL BUILDING CODE 2007 WITH 2009 SUPPLEMENTS 1,2 BUILDING CODE REWRI;MENTS FOR REINFORCED CONCRETE (ACI 318-98), 1,3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-02), 2) CONCRETE: 21 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.11 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 2.1.2, PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI 2,1.3, CONCRETE FILL (PLACED 1N FIELD) - 2500 PSI 22 REINFORCING BARS: 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE -2,4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, 25 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS" 3) MASONRYi 3,1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530, 32 MINIMUM MASONRY UNIT STRENGTH;f'm 1250 PSI, - 33 MORTAR SHALL BE TYPE S. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF it (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTION 21013.1 OF THE 2004 EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE) 5) CONTRACTOR: 5.1 CONTRACTOR/MASON TO VERIFY ALL LINTEL SPANS PRIOR TO ORDERING/ INSTALLATION 6) CONTRACTOR: 6"1 ENGINEER OF RECORD MUST BE NOTIFIED FOR REVIEW IF GARAGE LINTEL IS LESS THAN BX16 COMPOSITE NOTE: EXTRA TIE BEAMS OR COURSES BETWEEN LINTEL AND TIE BEAM POURED SOLID ARE ACCEPTABLE A SINGLE SOLID FILLED LINTEL OF THE SAME LENGTH MAY BE USED TO SEPARATE DOORS AND WINDOWS FROM TRANSOM ABOVE, TOP PRECAST TO BE SIZED PER PLAN ' GARAGE MOR TRACK WOOD SILL BELOW ALUMINUM WINDOW PRESSURE TREATED 2X6 VOO D JAMB ANCHOR TO BLOCK WITH 1/2' RND" X B' LONG A.I. I TOP BOTTOM 6 MIDPOINT MAX 6' FROM END C❑NC. 'U' BLOCK TIE BEAM ❑R'(-THRESHOLDBELOW PRErw CAST C❑NC, LINTELS WHERE �- WINDOWS OR DOOR OCCURS WITH 1#5 BAR EMBED 6' MIN, INTO EXISTING WALL _111111 ROOF= +14.9 / -60.1 WALL- +25.9 / -34.7 _PRESSURE DESIGN REQUIREMENTS LIVE LOADS ALL SIZES &CONFIGURATIONS : memo a STAIRS DECKS, BALCONY - 60 PSF NEGATIVE PRESSURE OF 34.7s.f, P' R � N E WITH STORAGE= 20 PSF N g 1 1 0111111111111 NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE POSITIVE PRESSURE OF 25,4 p.s.f. WITH FLORIDA BUILDING CODE 2007 WITH 2009 SUPPLEMENTS RESIDENTIAL EDITION, SECTION R301 DESIGN LMIME 111111111amm W GARAGE DDDR EXTERIOR DDDR ---WINDOW/DOOR PER OWNER g' CMI g, PRESSURE TREATED 2% PRESSURE TREATED PRESSURE TREAVII 2% VINDUW BUCK ANClW 1U 1%2 TRIM II 5 VERTICAL GROUTED CMU H'A"S�p,,++ IET ANCHOR 1D q 5 VERTICAL GROUTED CMU MASONRY WITH 1/4 RND, X 21/2' D' CMU MRSCIp2Y WITN 1/4 RND % 2112' CELLS PER PLAN CELLS PER PIAN TAPCONS 24' U"C, (SEE�MANUFACTIRER SPECS) 15 VERTICAL GROUTED CMU (SEE MANUFACTURER SPECS) CELLS PER PLAN SILL BELDW CONCRETE SILL BEIUV JAMB AT EXTERIOR DOOR WINDOW JAMB 8" CMU GARAGE DOOR JAMB 8" CMU MIS, PROPERTY ADDRESS: 207 LAUREL DRIVE SANFORD, FLORIDA 32773 { LEGAL DESCRIPTIONt LOT 11, SOUTH PINECREST 1 ST. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK CONSTRUCTION TYPE: V -B 10, PAGE 42, OF THE PUBLIC RECORDS OF SEMINOLE WIND SPEED - 120 MPH (3 SEC. GUST) COUNTY, FLORIDA. WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSUREI- CATEGORY B INTERNAL' ASSURE COEFF.= .18 COMPONENTS AND CLADDING WINDOW DESIGN REQUIREMENTS ROOF= +14.9 / -60.1 WALL- +25.9 / -34.7 _PRESSURE DESIGN REQUIREMENTS LIVE LOADS ALL SIZES &CONFIGURATIONS : FLOORS, 4o PSF a STAIRS DECKS, BALCONY - 60 PSF NEGATIVE PRESSURE OF 34.7s.f, P' EHLERS DOOR DESIGN PRESSURE REQUIREMENTS UNIHA UNIHABITAHLE, WITHOUT STORAGE= 10 PSF 1# 505 BART VERT WITH STORAGE= 20 PSF N g 1 1 MIN, 6" EMBED IN NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE POSITIVE PRESSURE OF 25,4 p.s.f. WITH FLORIDA BUILDING CODE 2007 WITH 2009 SUPPLEMENTS RESIDENTIAL EDITION, SECTION R301 DESIGN FOOTING W/ EPDXY z CRITERIA AND ASCE 7-02 TO THE BEST OF MY KNOWLEDGE p.s.f. THESE CONTRACT (DOCUMENTS PREPARED UNDER MY DIRECT GARAGE DOORS SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED ALL SIZES & CONFIGURATIONS BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS �; -- NEGATIVE PRESSURE OF 33,8, p.s.f. ALL ALTERATIONS OR REPAIRS TO EXISTING MEET OR EXCEED' 2007 FLORIDA BUILbING IES - GRADE VARIBM=, CODE EXISTING RESIDENTIAL 904.2 1 - — v,, • • EXIST, CONC, SLAB AND FOOTING ._ PROPOSED FOOTING TYP, WALL SECTION SCALE13/4'=1'-0" VINDUW BUCK ANClW 1U 1%2 TRIM II 5 VERTICAL GROUTED CMU H'A"S�p,,++ IET ANCHOR 1D q 5 VERTICAL GROUTED CMU MASONRY WITH 1/4 RND, X 21/2' D' CMU MRSCIp2Y WITN 1/4 RND % 2112' CELLS PER PLAN CELLS PER PIAN TAPCONS 24' U"C, (SEE�MANUFACTIRER SPECS) 15 VERTICAL GROUTED CMU (SEE MANUFACTURER SPECS) CELLS PER PLAN SILL BELDW CONCRETE SILL BEIUV JAMB AT EXTERIOR DOOR WINDOW JAMB 8" CMU GARAGE DOOR JAMB 8" CMU MIS, PROPERTY ADDRESS: 207 LAUREL DRIVE SANFORD, FLORIDA 32773 { LEGAL DESCRIPTIONt LOT 11, SOUTH PINECREST 1 ST. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK CONSTRUCTION TYPE: V -B 10, PAGE 42, OF THE PUBLIC RECORDS OF SEMINOLE WIND SPEED - 120 MPH (3 SEC. GUST) COUNTY, FLORIDA. WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSUREI- CATEGORY B INTERNAL' ASSURE COEFF.= .18 COMPONENTS AND CLADDING WINDOW DESIGN REQUIREMENTS ROOF= +14.9 / -60.1 WALL- +25.9 / -34.7 _PRESSURE DESIGN REQUIREMENTS LIVE LOADS ALL SIZES &CONFIGURATIONS : FLOORS, 4o PSF POSITIVE PRESSURE OF 25.9 p.s.f. STAIRS DECKS, BALCONY - 60 PSF NEGATIVE PRESSURE OF 34.7s.f, P' EHLERS DOOR DESIGN PRESSURE REQUIREMENTS UNIHA UNIHABITAHLE, WITHOUT STORAGE= 10 PSF -' — — — WITH STORAGE= 20 PSF ENTRY DOORS 1 1 ALL SIZES & CONFIGURATIONS NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE POSITIVE PRESSURE OF 25,4 p.s.f. WITH FLORIDA BUILDING CODE 2007 WITH 2009 SUPPLEMENTS RESIDENTIAL EDITION, SECTION R301 DESIGN NEGATIVE PRESSURE OF 33,8 CRITERIA AND ASCE 7-02 TO THE BEST OF MY KNOWLEDGE p.s.f. THESE CONTRACT (DOCUMENTS PREPARED UNDER MY DIRECT GARAGE DOORS SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED ALL SIZES & CONFIGURATIONS BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS POSITIVE PRESSURE OF 25.4 p.s.f. 553 AND 633 OF THE FLORIDA STATUTES NEGATIVE PRESSURE OF 33,8, p.s.f. ALL ALTERATIONS OR REPAIRS TO EXISTING MEET OR EXCEED' 2007 FLORIDA BUILbING CODE EXISTING RESIDENTIAL 904.2 DESIGN BY: Nestor Ayala Drafting OFFICE PH.#(407)656-5053 CELL PH.#(321)438-7338 PROJECT PROPOSED REMODEL OWNER Mr. & Mrs. JOHN " LEWIS TITLE FLOOR PLAN, ELEVATIONS`&' DETS. N. AYALA REV' _.ltil hK. DRAWING No, REVISED EV, EHLERS =% SCALE : 1 /4„_ 1'-0" , EV. Ecll E , 1 1 DATE 04-22-10 EV' APPROVED: REV, ENG" SEAL No 18243 of ,, c:.