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Home My WebLink About45 William Clark Ct - E01-001585 (SANFORD HOUSING AUTHORITY) DOCUMENTSPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER S 14)111.14tv ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE C4 C;JBDIVISION PERMIT # DATE old/ PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE VNR-MkFRI) :fl HIGH [H HEURH (FAX)4MH8 M P, 0WHI CITY OF SANFORD ELECTRICAL PERMIT APPLICATION I Permit Number: l `" +` Date: 30-0, The undersigned hereby applies for a permit to install the following electrical: Owners Name: +o Address of Job: - 4S 1 : aw+ uy ,. Oda. Electrical contractor: Residential: Non,Residential: 3 Addition, Alteration,. Re air Residentlal & Non -Residential Number Amount New Residential: AMP Service New Commercial: AMP. Service Change of Service: p From AMP Service to AMP Service Manufactured Buildin Other, Description of Work: UA tinu r n, Cd c7 Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with it Sa ford lectrical Code. pl 6nt's Signature V(: S 401 /o z State License Number C-1 u' r e REVISIONS PERMIT # 0 H-01 c DATE 6 -3v -oy ADDRESS G116)J 63 vt/,'I/,`(4 G1u k (oc,vrfi CONTRACTOR 14d e o C oo s)-vv z rrah e Q a Cyr, 403-,. -,OaPH # 3s 7q ~srso oWcg- FAX # 3 s , 7 r - ci cgs DESCPRITION OF REVISION: UTILITIES FIRE` / I 06/21/2004 23:08 7979285 ADCO CONSTRUCTION - .. Nor urner Rssaciateg f4071 848,5944 PAGE 01/01 P.2 ja",ip ,..,,.1 fo. AI , it m56ofno 4a.wAa. 44. e4eo t4041 481-4U4 2' GYPSUM 8OAR0 I Jj" PARTICLE ARO 4 STUDS 016" NOTE: FU ALL OPENINGS AROUND PENETRATIONS PLAN DRAFTSTOP PARTITJON SCALE, NTS a MINOR 22 Ag YI.II r '„ DRAFTSTEIP PLAN NTH JUN-28-2004 MON 10:26AM ID: DRAFTSTOP DETAILS WILLIAM CLARK COURT60-63 Ddte 06/25/04PM.. Pr,-o,j. N@03007,0.1 IPA., Scale NTS DRAWN: MAT S eetASK062504-WCC1 PACE:1 STRUCTURAL DESIGN SERVICES 531South S.R. 434 Suite 2005 Altamonte Springs, FL 32714 L! Phone (407) 290-2799 P3552fax (407) 290-2953 TURNER ASSOCIATES SANFORD HOUSING AUTHORITY LAKE MONROE TERRACE # 19 EPDXIED ROOF COATING/ OR FIBERGLASS SHINGLE ASTM D3161 OVER 15# FELT(ASTM D226 OR D4869 TYPE 1 ) OVER 7/16" OSB OR1/2"CDX 6) 1 1/4" GALV ROOFING NAILS PER 3-TAB 8) 1 1/4" GALV ROOFING NAILS FOR ARCH SHINGLES R-19 INSULAT 1/2" DRYWALL MTS12 TO TRUSS 2- 2x4 top plate SP2 32" O.C. HEADER WINDOW SILL 1/2" DRYWALL R11 INSULATION 2X4 P.T.PLATE W/ EXISTING 1/2" X 8" J BOLTS OR 5/8" x 6" WEDGE ANCHORS 32" O.C. CONT BEAD ROOFING MASTIC GALV METAL DRIP EDGE ASTM A527 W/ 1 1/4" GALV ROOFING NAILS 6" O.C. 05-06-04 1- LSTA 12 STUD TO HEADER 2X4 STUD WALL 16" O.C. EXISTING BRICK VENEER OVER SHEETHING SP1 32" O.C. EXISTING FOUNDATION 6.5" MIN. —GRADE 1 12" MIN. TYPICAL WALL SECTION MAY 12 2004 18 243 KEN EHLERS LICENSED PROFESSIONAL ENGINEER 531 South S.R. 434 SUITE 2005 ALTAMONTE SPRINGS, FL. 32714 PE # 18243 I i - i '" -;:.• -:,•a. [Rw QEb ROCK :. _' ;:.. --5. - - _ 18243 STRUCTURE HAS BEEN DESIGNED TO MEET w p n max• ,.n r Y OR EXCEED REQUIREMENT OF F • ra F. t 5 i'r•1,-,.; :.. :.., `._w.. FLORIDA I — BU LDING CODE 2 01 EDITIONON &03 REV OHE F 1. BASIC WIND SPEED - 120MPH. I: b I 2. WIND IMPORTANCE FACTOR- 1.0 DESIGN REQUIREMENTS: 3. WIND EXPOSURE CATEGORY (B) THE BUILDING CONTRACTOR(SYOWNER SHALL CHECK SETBACKS AND ZONING REQUIREMENTS, ARCHITECTURAL. MECHANICAL, - 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, STATE EHLERS P.E. IELECTRCAL. STRUCTURAL DRAWINGS FOR OPENINGS, WINDOWS, SLEEVESANCHORS, HANGERS, SLAB DEPRESSIONS, STA 1 E CERTIFIED } 18'243DIMENSONS, AFLOORS PITCHANDRELATEDITEMSANDSHALLASSUMERESPONSIBILITYFORTHEIRPROPERLOCATION, A. , BALCONIES, DECKS, STAIRS, LIVE LOAD TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 - - PLACEMENTANDCONTINUITYANDBEARINGPOINTSONROOFANDFLOORTRUSSPLANSTOBEREFLECTEDONFOUNDATIONIS40PSFPLANS. IF EXISTING CONDITION APPLY -ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) - 531 S.S.R. 434 SUITE 2003 STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF. 5. COMPONENTS AND CLADDING- SEE FLOOR PLAN ALTAMONTE SPRINGS, FL. 32714 DIMENSIONS,CONDITIONS, AND SPECIFICATIONS ON THESE PLANS. - - C. CONSTRUCTION TYPE VI UNPROTECTED - PHONE ( 407) 290-2799 y w w U Inov ion w N N 0) cr) co if) t N =Jf m z fn lLNIN Npp w V DIN N Q(AaV O j CO C o X' D 12OCL Q N cn I if N i NOTE: OPPOSITE HALF BUILDING NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET 1824 W Lo Lo SAME EXCEPT REVERSED OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE a o In z LL FLORIDA BUILDING CODE 2001 EDITION &03 REV p O 1. BASIC WIND SPEED - 120MPH. e $ 2. WIND IMPORTANCE FACTOR - 1.0 DESIGN REQUIREMENTS: 3. WIND EXPOSURE - CATEGORY (B) KEN FREERS P.E. THEBUILDINGCONTRACTOR(SYOWNER SHALL CHECK SETBACKS AND ZONING REQUIREMENTS, ARCHITECTURAL, MECHANICAL, - - - ,4. INTERNAL PRESSURE COEFFICIENT— (ASCE 7-98, _ trany ro ELECTRICAL,. STRUCTURAL HER RELATED ITEMS OPENINGS, WILL ASS ME E SP ANCHORS, HANGERS, SLAB DEPRESSIONS, A. FLOORS; BALCONIES, DECKS, STAIRS, LIVE LOAD TABLE 6-7, PG.62) ENCLOSED BUILDINGS-- 0.18 - STATE CERTIFIED'#18243 DIMENSIONS, PITCH AND OTHER RELATED ITEMS AND. SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION, PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION IS 40PSF HEIGHT AND EXPOSURE ADJUSTMENT C.'OEF.- (+1.0) 531 S.S.R. 434 SUITE E2003 s PLANS. IF EXISTING CONDITION APPLY —ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. - STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF - 5. COMPONENTS ANDCLADDING-SEE FLOOR PLAN ALTAMONTE SPRINGS, FL. 32714 ' DIMENSIONS,CONDITIONS, AND SPECIFICATIONS ON THESE PLANS. - C.CONSTRUCTION TYPE VI UNPROTECTED - - PHONE - ' 407) 290-2799 ROOF EDGE TOP CHORD BLOCKING @ 4'-0" O.C. MAX. IN FIRST FRAMING SPACES @ EA. ENaROOFSHEATHING ROOF SHEATHING 1/2" CDX PLYWOOD or 7/16" OSB FOR 7/16 OSB- 24 MAX SPAN BLOCK AS NEEDED 2 1/4"X.099 RING SHANK 6" O.C. EDGES - 12" O.C. INTERIOR BUILDING WIDTH TURNER ASSOCIATES SANFORD HOUSING AUTHORITY WILLIAM CLARK COURT BUILDING # 18/ UNITS #60-63 i u— o ! 0 O 0 5'-O-O" Z ROOF ED Cn 4'-0' c O O O I-- 4'—O. O RIDGE 2 O1 O2 I 4'-O' z z f Z L W U In I E(V^ W amro ROOF ATTACHMENT PLAN Z-z — BUILDING LENGTH SHEATHING SHALL BE FASTENED WITH MIN. #8 GUN NAILS OR 0 .66 2 1/4 X .009 RING SHANK NM rnNN ROOF S H EAT H I N G LAYOUT ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O.C. wD v c iz i AND D iAP H RAG M B LOCKS N G ZONE 2 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. QU) :v' ZONE 3 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. 1-0 o o X ROOF COVERINGS SHALL COMPLY WITH SECTION 1507 OF THE FL. BUILDING CODE 2001 SHINGLE -SHALL COMPLY WITH ASTMD225 OR ASTMD3462 FASTENER SHALL BE MIN 12 GAUGE SHANK W/ 3/8" HEAD AND PENETRATE. ROOF SHEATHING 3/4" MIN (6) PER SHINGLE PER MANUF. SPECS DESIGN REQUIREMENTS: THE BUILDING CONTRACTOR(SyOWNER SHALL CHECK SETBACKS AND ZONING REQUIREMENTS, ARCHITECTURAL, MECHANICAL. ELECTRICAL. STRUCTURAL DRAWINGS FOR OPENINGS, WINDOWS. SLEEVES.ANCHORS. HANGERS, SLAB DEPRESSIONS. A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOADDIMENSIONS, PITCH AND OTHER RELATED ITEMS AND SHALL. ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION, PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION IS 40PSF PLANS. IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF. DIMENSIONS.CONDITIONS. AND SPECIFICATIONS ON THESE PLANS. C.CONSTRUCTION TYPE VI UNPROTECTED U) U) j I 1 i cn MAY 12 2004 o N Ln NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET 243 a LO Lc> OR EXCEED REQUIREMENTS OF SEC. 1606bF THE g 0 Z 1 0- FLORIDA BUILDING CODE 2001 EDITION &03 REV 1. BASIC WIND SPEED - 120MPH. y e 2. WIND IMPORTANCE FACTOR - 1.0 ! $ 3. WIND EXPOSURE - CATEGORY (B) KEN FREERS P.E. 4. INTERNAL PRESSURE COEFFICIENT-(ASCE 7-98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS--' 0.18 STATE CERTIFIED #18243 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 531 S.S.R. 434 SUITE 2003 5. COMPONENTS AND CLADDING -.SEE FLOOR PLAN ALTAMONTE SPRINGS FL. 32714 ! A2.1.. PHONE (407) 290-2799 PUNS REVIEWED CITY OF SANFORD REVISIONS PERMIT # f // DATE ADDRESS D a 3 li G ' CONTRACTOR 460 T 4 LC c sa; Cent o 7- 70q — 5370 PH FAX # 35d 777- 9a.9,5- DESCPRITION OF REVISION:Z-a 1155 gmcmr , Ce,1,Wo UTILITIES FIRE lm ITY Of OWvFORDz AUG RCrIF.' Q -'Ad L15110 2,004 12,: 14 _ /'J / y'2titi b --- 11=aoa Turner Rssociutes (407J 02/06/2,004 IS:a3 40U130295:3 STRUCTURAL,' STRUCTURAL DESIGN SERVICES 6315outh S.R. 434 Suits 2005 Altamonte Springs, FL 32714 S DS Phone (407) 290-2799 fax (407) 290-2953 SANFORD HOUSING WILLIAM CLARK COURT BUILDING #18, UNITS 60-63 648-5944 p.2 REVISION 08-05-04 LATERAL_ TRUSS BRACING 1. OMIT 1X 6 BRACING FROM ORIGINAL DESIGN AND USE TYPICAL (: ONTINUOS 2 X4 SPRUCE LATERAL BRACIING 8' O.C. TOBOTTOM CORD OF TRUSS W/ 2- 12D NAILS AT EACH JOINT_ CONT, 2 X 4 LAT AL BRACE 2- 12D ( EAC JQINT BOTTOM CORD p11ueN Re i wiC,q, I . f 18243 STATE 4F 40RIO...G PLANS REVIEWED CITY OF SANFORD Kr-N r-HLERS LICENSED PROFESSIONAL. ENGINEER 531 Ooutn 5 R 434 SUfTC 2000 ALTAMONTE SPRINGS, FL. 32714 PE M 18243 RUC-10-2 004 TUE 12: 15PM ID: PAGE: 2