The URL can be used to link to this page

112 S Sanford Ave - BC08-000761 (CANAPOY REPLACEMENT) (A)CITY OF SANFORD PERMIT APPLICATION Application 9: b °Y ! Submittal Date: Job Address: I 1 .S , SArr� r'or4 A 2 j;1 ��o r-�Q � �� 7 1 Value of Work: $ ��f00, Parcel ID: Fu �S A 6 ` 0.3 C> I C5 0 � o Zonii:g: _ Historic District: (-i e S Description of Work: 4,5. re, C-X'lee.to,- 59�s vp l Square Footage: ........................................................... ...:......................................................... Permit Type: Building 19"Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial 0" Industrial ❑ # of Gas Lines Plumbing Repair -Residential ❑ Commercial ❑ Occupancy Use Group(s): Y v 1 Construction Type: SA # of Stories: I # of Dwelling Units: Flood Zone: (FENIA form required) •...........................1..........................I....................• _ •......• •.........................• Property Owner: C' co (-j i') T G ��r V i cQS Contractor: (Y1 C (_ cL< ��1f'�t .4 Address: n S )-- D, 0 r-% �!i 1 i}S � Irl S��I lP I o 0 Address: S • _+� _c J , % L .3 1 L 3 a- 6`o Phone: 9.7 G " 04 E-mail: Phone: moi` 1 ` 155? State License Number: Bonding Company: Address: ✓Li / 1 Mortgage Lender: Address: Architect/Engineer: C) S �, f GCS I Phone: Address: I .3U •�, Jam/ rr, 0'G 5-Q /-1-vc 0 S Fax: 140 S 7 cf 3 y I 0 Plan Review Contact Person: �� (1 r;, -e S 0 cYP 0 Phone: ut('3- /553 Fax: E-mail: 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. - NOTICE: In addition to the req this county, and tt aQ-maybe ai Sienaturk of Print there may be additional restrictions applicable to this I from other governmental emities,as wa r man that I will notify the owner of �1.)r16 a r" I 1/'.31/015 of Florida — Da e ''' `� MY COiIAMISSION # DD732216 ""3,, a EXPIRES November 06, 2011 Own (407) Produced ID APPROVALS: ZONINGNO-.._er_UTIL: FD: Special Conditions: * &M- A'd muI 001m* -) Rev 07.07 found in the public records of e agencies, or federal agencies. Law, FS 713. Date v f I - , _�' x- --a I u - Print Co Vetor/Agent's Nam / Signature o Not-Si�ri>fa' -Ne y,� z C®u�'r►� "o MY COMMISSION # DD7322W cES November O6, 2011 EXPIR'oridallolarySe,vi00-GOT Contract e,ot personally Known to Me or Produced ID ENG: L"FFICE ABBREVIATIONS SNOT ALL ARE USED) ACT acoustic ceiling tile HT or H height A.F.C. above finished ceiling ID inside diameter A. F. F. above finished floor INSUL insulation ALT alternate L length ALUM aluminum LAV lavatory B/ bottom of MAX maximum BD board MECH. mechanic (al) BLDG. building MFR manufacture (er) B. 0. by others MTL metal CJ control joint MIN minimum CL centerline MISC miscellaneous CLG ceiling N.I.C. not in contract CLO closet NO. OR # number CLR clear NTS not to scale COL column 0. C. on center (S) CONC. concrete OD outside diameter CONT. continue (ous) OPP opposite CPT carpet P—LAM or PL plastic laminate CT ceramic tile PT paint D depth RAD radius DET detail REQ'D required DIA diameter REV revision (s) revised DIM dimension SC solid core DN down SD smoke detector DWG drawing SHT sheet EA each SIM similar EJ expansion joint SPEC specification (s) EL elevation SQ square ELEV elevator SS stainless steel EQ equal STL steel EQUIP equipment T/ top of EWC electric water cooler TEMP tempered EXIST existing TYP typical FD floor drain U.Q.N. or U.N.O. unless otherwise noted FEC fire extinguisher cabinet VCT vinyl composition tile FE bracket mounted fire extinguisher VERT vertical FIN finish (ed) WD wood FL floor W width FT foot/feet W/ with GA gage, gouge W/0 without GC general contractor GENERAL NOTES: CANOPY PLANS REVIEWED CITY OF v9,,,ANF0r` RESTORATION/REPLACEMENT 112 S. SANFORD AVE SANFORD, FLORIDA 32771 THE CONTRACTOR SHALL, BEFORE COMMENCING WORK, REVIEW ALL PLANS, NOTES, GENERAL CONDITIONS, AND SPECIFICATIONS AND VERIFY ALL GOVERNING DIMENSIONS ON THE JOB SITE. HE SHALL EXAMINE ALL ADJOINING AREAS OR AREAS UPON WHICH THE PERFORMANCE OF HIS WORK IS IN ANY WAY DEPENDENT. ALL VARIANCES OR DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ` FABRICATION OR ERECTION OF WORK IN QUESTION. ANY VARIANCES OR DISCREPANCIES IN THE DOCUMENTS NOT REPORTED IMMEDIATELY SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACT❑R SHALL BE RESPONSIBLE FOR DISTRIBUTI❑N ❑F DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION. DO NET SCALE DRAWINGS -- DIMENSIENS SHALL GOVERN DETAILS SHALL GOVERN EVER PLAN AND ELEVATI❑N DRAWINGS LARGE SCALE DETAILS SHALL GOVERN OVER SMALL DETAILS, ANY CONDITIONS FOR WHICH A DIMENSION IS REQUIRED BUT NOT PROVIDED SHALL BE REFERRED TO THE ARCHITECT ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATI❑NS OF THE AUTHORITY HAVING JURISDICTION AND SHALL CONFORM TO ALL SAFETY AND SANITARY LAWS, CITY, COUNTY, STATE, AND/OR FEDERAL ORDINANCES WHICH APPLY, ALL W❑RK SHALL BE ERECTED AND INSTALLED PLUMB, SQUARE, LEVEL, AND TRUE AND IN PROPER ALIGNMENT, ALL MATERIALS SHALL BE NEW, UNUSED, UNLESS OTHERWISE NOTED ALL MANUFACTURED EQUIPMENT, MATERIALS, AND FINISHES SHALL BE INSTALLED OR APPLIED ACCORDING TO THE MANUFACTURER'S WRITTEN RECOMMENDATIONS COORDINATE ALL ROUGH OPENING DIMENSIONS FOR WIND❑WS, DOORS AND OTHER SIMILAR ITEMS PRIOR TO SUBMITTING MATERIALS ORDER THE ARCHITECT IS NET RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS OR PROGRAMS IN CONJUNCTION WITH THE WORK, FOR THE ACTS OR OMISSI❑NS OF THE CONTRACTOR, SUB -CONTRACTOR, OR ANY OTHER PERSONS PERFERMING ANY OF THE WORK, OR FOR FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, ARCHITECT IS NET RESPONSIBLE FOR EXISTING CODE DEFICIENCIES IF ANY SCOPE OF WEEK ONLY REFERS TO AREAS OF IMPROVEMENTS OR REPAIRS AS DEFINED IN THE ARCHITECTS SCOPE OF WORK, TYPICAL ALL SHEETS THIS JOB, ARCHITECT IS NOT RESPONSIBLE FOR BUILDINGS ENVIRONMENTAL STATE OR CONDITION, IT IS THE RESPONSIBILITY OF THE OWNER/ CONTRACTOR TO HIRE A INDUSTRIAL HYGIENIST TO REVIEW AND CERTIFY THE BUILDING FOR ENVIRONMENTAL SAFETY, CLEANLINESS IF REQUIRED TO D❑ S❑, ALL WOED IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH A,W,P,B STANDARDS, ALL METALS SHALL BE ISOLATED FROM DISSIMILAR METALS BY AN INERT ISOLATI❑N MATERIAL, AS REQUIRED TO PREVENT GALVANIC CORROSI❑N, COMPLY WITH THE ADA CODE WITH RESPECT TO DESIGN AND DIMENSIONAL STANDARDS FOR ACCESSIBLE BLDG, ENTRY, TOILET ROOMS DIMENSIONS AND FIXTURES, AUDIBLE/VISIBLE ALARM DEVICES, ETC, ALL FEES, TAXES, PERMITS, APPLICATIONS, CERTIFICATES, AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL DIMENSIONS, ROOF SLOPES, ETC SHALL BE FIELD VERIFIED BY C❑NTRACT❑R, DIMENSIONS ARE BASED ON AS-BUILTS SUPPLIED BY OWNER OF PROJECT TEAM: CONTRACTOR: McCARTNEY & COMPANY 1109 W CHURCH STREET ORLANDO FL 407-843-1553 ARCHITECT: BUSH ARCHITECTURE, LLC. THOMAS A BUSH, ARCHITE ORLANDO, FLORIDA 32806 (407) 574-2894 OFFICE (407) 574-3010 FAX SITE ADDRESS! E ❑ 9 PERMIT # DATE, GENERAL NOTES STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ALL DIMENSIONS AND CONDITI❑NS MUST BE VERIFIED IN THE FIELD, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTI❑N OF THE ENGINEER BEFORE PRECEEDING WITH THE AFFECTED PART OF THE WORK, THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PR❑CEEDURES AND SEQUENCE TO INSURE SAFETY ❑F THE BUILDING AND ITS COMPENENTS DURING ERECTION, THIS INCLUDES THE ADDITI❑N OF NECESSARY SHERING, SHEATHING, TEMPORARY BRACING, GUYS OR TIED❑WNS, DESIGN LOADS THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION WITH 2006 REVISI❑NS. THE FOLLOWING SUPERIMP❑SED LOADINGS HAVE BEEN UTILIZED: ELEVATED FLOORS. BALCONIES - 60 PSF DEAD LOADS - 35 PSF WIND: WIND SPEED - 110 MPH EXPOSURE - B IMPORTANCE FACTER - 0.77 OPEN STRUCTURE DEMOLITION THE CONTRACTOR SHALL TEMPORARILY BRACE AND/OR SHORE EXISTING AND NEW CONSTRUCTION AS REQUIRED TO ENSURE THE STRUCTURAL STABILITY IS NOT COMPROMISED BRACING AND/ER SHORING SHALL REMAIN IN PLACE UNTIL THE STRUCTURAL WERK HAS BEEN INSPECTED BY THE BUILDING DEPARTMENT AND/OR BY A TESTING AGENCY, AND CERTIFIED T❑ BE IN SUBSTANTIAL COMPLIANCE WITH C❑NSTRUCTI❑NI DOCUMENTS. PENETRATIONS #r13 ttt 4i $4; rat jt'i€41 s.' _OCATION MAP T.S. 0 SURVEY AVAILABLE NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS ETHER THAN THOSE LOCATED ON THESE DRAWINGS WITH❑UT PREVI❑US APPROVAL ❑F THE ENGINEER. WOOD STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, ETC,) SHALL HAVE THE FOLL❑WING MINIMUM ALLOWABLE FIBER STRESSES EF NO, 2 SOUTHERN PINE CONFORMING TO 1997 NDS, AS FOLLOWS: SHEAR Fv = 90 PSI BENDING 2x6 Fb = 1,250 PSI BENDING 2x8 Fb = 1,200 PSI BENDING 2x10 Fb = 1,050 PSI BENDING 2x12 Flo = 975 PSI WOOD IN CONTACT WITH CENCRETE OR MASONRY, AND AT OTHER L❑CATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED ER PRESSURE TREATED IN ACCORDANCE WITH AITC 109 WEED FRAMING CONNECTORS ALL CONNECTORS SHALL BE GALVANIZED, CONNECTOR MODEL NUMBERS SHOWN ARE STR❑NG-TIE CONNECTORS AS MANUFACTURED BY SIMPSON STR❑NG-TIE COMPANY, INC., 1450 DOOLITTLE DR,, P.❑,B❑X 1568, SAN LEANDR❑, CA 94577. SUBSTITUTIONS ARE ACCEPTABLE WITH THE APPROVAL EF THE STRUCTURAL ENGINEER UNLESS SHOWN OTHERWISE, INSTALL SIZE AND NUMBER OF FASTENERS SHOWN IN THE LATEST SIMPS❑N CATALOG, CHEMICAL ANCHORS THE CHEMICAL ANCHORS SHALL BE AN EPDXY POLYMER INJECTION SYSTEM, SUCH AS ITW/RAMSET 'EPC❑N", RAWL "POWER -FAST", SIMPSON, OR ENGINEER APPROVED EQUAL, INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE, CODE C❑MR IANCE BUILDING TYPE 5A -SECTI❑N 309 OCCUPANCY GROUP M MERCANTILE UNSPRINKLERED/PROTECTED BUILDINGS SPRINKLER — NO ALLOWABLE 9000SQFT — ACTUAL 2445 SFT — 1 STORY GROSS UPLIFT APPLICABLE CODES FLORIDA BUILDING CODE 2004/6 TYPE 5A STRUCTURAL FRAME - 0 HR RATED BEARING WALLS- EXTERI❑R/INTERIOR - 0 HR RATING N❑N-BEARING WALL PARTITIONS = ❑ HRS FLOOR CONSTRUCTION INCLUDING BEAMS AND JOISTS = 0 HR ROOF CONS = OHR TENANT SEPARATIEN - 1 HOUR - SINGLE TENANT ESTIMATED COST OF CONSTRUCTION = PER CONTRACTOR AETERAT N LEVEL EEPA RS EXISTING BLDG FLORIDA BUILDING CODE 2004 W 2006 REV BUILDING 2004 n ELECTRICAL 2004 PLUMBING 2004 2004 FLORIDA FIRE PREVENTI❑N CODE := NATI❑NAL ELECTRIC CODE, 2005 FBC 2004 EXISTING BUILDING ALTERATION LEVEL = REPAIRS NO NEW HVAC, ELECTRICAL, OR PLUMBING NO INTERI❑R WORK (-)29.3 SECTI❑N 401.2 EXISTING BLDG CODE ALLOWS F❑R� EXCEPTION: REPAIRS TO A HIST❑RIC BUILDING SH.^LL BE PERMITTED USING ORIGINAL OR LIKE MATERIALS MATERIALS Oil Is! i< AND 4033 - COMPLIES WITH 403,1, 403.2 AND 403 ,3, .e �t ? L - .' 2, M f' r s ,,y 8a GENERAL NOTES STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ALL DIMENSIONS AND CONDITI❑NS MUST BE VERIFIED IN THE FIELD, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTI❑N OF THE ENGINEER BEFORE PRECEEDING WITH THE AFFECTED PART OF THE WORK, THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PR❑CEEDURES AND SEQUENCE TO INSURE SAFETY ❑F THE BUILDING AND ITS COMPENENTS DURING ERECTION, THIS INCLUDES THE ADDITI❑N OF NECESSARY SHERING, SHEATHING, TEMPORARY BRACING, GUYS OR TIED❑WNS, DESIGN LOADS THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION WITH 2006 REVISI❑NS. THE FOLLOWING SUPERIMP❑SED LOADINGS HAVE BEEN UTILIZED: ELEVATED FLOORS. BALCONIES - 60 PSF DEAD LOADS - 35 PSF WIND: WIND SPEED - 110 MPH EXPOSURE - B IMPORTANCE FACTER - 0.77 OPEN STRUCTURE DEMOLITION THE CONTRACTOR SHALL TEMPORARILY BRACE AND/OR SHORE EXISTING AND NEW CONSTRUCTION AS REQUIRED TO ENSURE THE STRUCTURAL STABILITY IS NOT COMPROMISED BRACING AND/ER SHORING SHALL REMAIN IN PLACE UNTIL THE STRUCTURAL WERK HAS BEEN INSPECTED BY THE BUILDING DEPARTMENT AND/OR BY A TESTING AGENCY, AND CERTIFIED T❑ BE IN SUBSTANTIAL COMPLIANCE WITH C❑NSTRUCTI❑NI DOCUMENTS. PENETRATIONS #r13 ttt 4i $4; rat jt'i€41 s.' _OCATION MAP T.S. 0 SURVEY AVAILABLE NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS ETHER THAN THOSE LOCATED ON THESE DRAWINGS WITH❑UT PREVI❑US APPROVAL ❑F THE ENGINEER. WOOD STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, ETC,) SHALL HAVE THE FOLL❑WING MINIMUM ALLOWABLE FIBER STRESSES EF NO, 2 SOUTHERN PINE CONFORMING TO 1997 NDS, AS FOLLOWS: SHEAR Fv = 90 PSI BENDING 2x6 Fb = 1,250 PSI BENDING 2x8 Fb = 1,200 PSI BENDING 2x10 Fb = 1,050 PSI BENDING 2x12 Flo = 975 PSI WOOD IN CONTACT WITH CENCRETE OR MASONRY, AND AT OTHER L❑CATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED ER PRESSURE TREATED IN ACCORDANCE WITH AITC 109 WEED FRAMING CONNECTORS ALL CONNECTORS SHALL BE GALVANIZED, CONNECTOR MODEL NUMBERS SHOWN ARE STR❑NG-TIE CONNECTORS AS MANUFACTURED BY SIMPSON STR❑NG-TIE COMPANY, INC., 1450 DOOLITTLE DR,, P.❑,B❑X 1568, SAN LEANDR❑, CA 94577. SUBSTITUTIONS ARE ACCEPTABLE WITH THE APPROVAL EF THE STRUCTURAL ENGINEER UNLESS SHOWN OTHERWISE, INSTALL SIZE AND NUMBER OF FASTENERS SHOWN IN THE LATEST SIMPS❑N CATALOG, CHEMICAL ANCHORS THE CHEMICAL ANCHORS SHALL BE AN EPDXY POLYMER INJECTION SYSTEM, SUCH AS ITW/RAMSET 'EPC❑N", RAWL "POWER -FAST", SIMPSON, OR ENGINEER APPROVED EQUAL, INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE, CODE C❑MR IANCE BUILDING TYPE 5A -SECTI❑N 309 OCCUPANCY GROUP M MERCANTILE UNSPRINKLERED/PROTECTED BUILDINGS SPRINKLER — NO ALLOWABLE 9000SQFT — ACTUAL 2445 SFT — 1 STORY GROSS UPLIFT APPLICABLE CODES FLORIDA BUILDING CODE 2004/6 TYPE 5A STRUCTURAL FRAME - 0 HR RATED BEARING WALLS- EXTERI❑R/INTERIOR - 0 HR RATING N❑N-BEARING WALL PARTITIONS = ❑ HRS FLOOR CONSTRUCTION INCLUDING BEAMS AND JOISTS = 0 HR ROOF CONS = OHR TENANT SEPARATIEN - 1 HOUR - SINGLE TENANT ESTIMATED COST OF CONSTRUCTION = PER CONTRACTOR AETERAT N LEVEL EEPA RS EXISTING BLDG FLORIDA BUILDING CODE 2004 W 2006 REV BUILDING 2004 MECHANICAL 2004 ELECTRICAL 2004 PLUMBING 2004 2004 FLORIDA FIRE PREVENTI❑N CODE NEPA 101 LIFE SAFETY CODE NATI❑NAL ELECTRIC CODE, 2005 FBC 2004 EXISTING BUILDING ALTERATION LEVEL = REPAIRS NO NEW HVAC, ELECTRICAL, OR PLUMBING NO INTERI❑R WORK (-)29.3 SECTI❑N 401.2 EXISTING BLDG CODE ALLOWS F❑R� EXCEPTION: REPAIRS TO A HIST❑RIC BUILDING SH.^LL BE PERMITTED USING ORIGINAL OR LIKE MATERIALS MATERIALS SHALL COMPLY WITH SECTI❑NS 403.1, 4032 AND 4033 - COMPLIES WITH 403,1, 403.2 AND 403 ,3, T FBC-2004 GABLE ROOF GROSS UPLIFT DESIGN PRESSURES ROOF SLOPE 10° -c 0 2s 45° ( 0 = ROOF SLOPE) GROSS UPLIFT TRIB AREA PRESSURE (PSF) (SID FEET) VALUE DENOTES SUCTI❑N C) (SQ FEET) 10 C-) 23,7 C-) 50.1 C-) 50.1 20 C-) 23.0 C-) 45.4 C-) 4b,4 50 C-) 222 C-) 39.3 C-) 39,3 100 C-) 21.5 C-) 34,7 C-) 34,7 PLAN VIEW NOTES: (REOF) 1. a = 3 ft. FBC- 2004 WALL DESIGN WIND PRESSURES AND SUCTIONS w WIND PRESSURE AND SUCTION (PSF) TRIB AREA C+) VALUE DENOTES PRESSURE (SID FEET) VALUE DENOTES SUCTI❑N C) 10 (+)25 9 C+)25 9 U (-)281 (-)34.7 20 (+)24,7 (+)24,7 J (-)26,9 (-)32.4 50 (+)23.2 (+)23,2 (-)25,4 (-)29.3 100 (+)22,0 (+)22,0 (-)24,2 (-)26,9 NOTES: 1. a = 3 ft. AA0003634 - AR -0017642 ADDRESS: 1530 S. PRIMROSE AVE. ORLANDO, FL 32806 PHONE: 407-574-2894 FAX: 407-574-3010 LIJ 1..1. Q w z C/:) U3 C) � o U C) z o J I— z w W T• Q W N LU Q c� Q � � D o � °C r= z C:) � cry o CD LU T O T cn 0 z U SEAL LU =QoW U W Cao C/7 CV V N O tJ m�z° �"'¢o¢ N a CM �Looo C] r I REVISIONS DATE ISSUED JAN 1 ST, 2008 CHECKED BY SHEET NUMBER CS1 00 i k ,.k V-8 � Rl ��f,J 01121i x"# 7,: t t ' Nom. x P aJ a y tax s #,. lip �; � � x 0 411 4. ..Ent:> Y S" a ,n #' E .. x., s $ a X a � f, a t •�,a:n ��si n� � kt < E ® 0010 AREA OF WORK � � ®� ®'® '®® 511,1/ lv �r x e� ees x 16 jj 41, 7-7 f tAs 71. 1 SITE MAP A201 SCALE: N.T.S. ONLY THOSE BUILDINGS NOTED s ARE IN THE SCOPE OF WORK, L/\ I J M V V Y V /-1 L l\ V V 1\ NOT IN SCOPE. NEW CANOPY `� MOUNT BELO ROOF DRAIN`_ I)AIKIT KICW (-`"NI(rlf)\/ CV—FMA L a e e t o®i li o em® r e a A201 SCALE: 1/2" = V-011 NEW CANOPY, F.V. AND /MOUNT BELOW EXISTING ROLLED MINERAL ROOFING— OVER OOFING—OVER MIN 2 LAYERS OF 15 LB FELT PAPER OVER TR—INSUL AS SHOWN. MIN 2" X 6" DRIP EDGE COVER ENTIRE MEMBER WITH ALUM SOFFIT MATERIAL. PROVIDE MIN 30MIL PEEL AND— STICK RUBBER MEMBRANE FLASHING OVER MEMBERS AS SHOWN. 1/2" DRIP EDGE. 15" APA R) 32 PLYWOOD CONNECTE[ WOOD SCF 4" S TOTA 6" X 1 —5/8" STUDS C� 16" 1617 X 4"X6" PLAT ATTACHED . TO STU[ 10 TEK SCREWS. 6"X2"X16GAGE MET TRACK W/(1) X10 SCREW AT TOP AN FLANGE. (-3_-FRONT ELEVATION 4 SIDE ELEVATION A201 SCALE: 1/4" = V-011 A207 SCALE: 1/4" = V-011 GALV MTL. FLASHING AND REGLET — CAULK MIN 2"X2"XLENGTH 30MIL PEEL AND STICK FLASHING. MIN SLOPE4" MIN SLOPE 4" PROVIDE MIN Y4" ROOF SLOPE WITH USE OF TAPPERED RIDGE INSULATION. O O PROVIDE MIN 30MIL PEEL AND O O \\\ \ \ STICK RUBBER MEMBRANE FLASHING OVER NEW 4" PLYWOOD DECK. NEW BEAD BOARD FINISH BOARD NEW 4" ROUND TRIM MEMBER MITER ALIGN ALL GROVES PERPENDICULAR CORNERS/CAULK AND PAINT/TYP. TO BUILDING. (-5� FLASHING SECTION/DETAIL grAI P- 1/911 ® 11-011 STRUCTURAL DETAIL EXISTING BLDG NOT IN SCOPE OF WORK, INCLUDING WINDOWS, DOORS, WALLS, ETC. (2) 2"0 EXPANSION ANCHORS AT EACH PLATE INTO SOLID GROUNTED CELL MIN 4" EMBEDMENT. EXISTING BLOCK EXTERIOR WALL TO REMAIN NO NEW WORK. (1) z" 0 EXPANSION ANCHOR AT 4'-0" O.C. WITH 4"X2"X2" PLAYS WASHER. RTES: PE STEEL SHALL HAVE A MIN YIELD RENGTH OF 35KSI LIGHT GAGE METAL STUDS SHALL HAVE A MINIMUM YIELD STRENGTH OF 40KSI AA0003634 — AR -0017642 ADDRESS: 1530 S. PRIMROSE AVE. ORLANDO, FL 32806 PHONE: 407-574-2894 FAX: 407-574-3010 a— C. Lu I— Lu T' Q Lu N W Q C� ® O CD U— C +� ry®� cn V J CQ O Lu Ij v CD U SEAL r U LuW CC C500 Fc� r U N CC c� C/:) cc r%.4 Q Lo o o - � ® t -- REVISIONS DATE ISSUED JAN 1 ST, 2008 DRAWN BY CHECKED BY i