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120 Larkwood Dr 05-99 Garage repairsi 1 1} c—r� Permit # � Job Address: % �) Description of Work: }- e r7l 0.r= Historic District: Zoning: CITY OF SANFORD PE1011T APPLICATION r Date: Value of Work: S - '--3- 4 t3 Permit Type: Building 4 Electrical Mechanical Plumbing Fire Sprinkler/Alartu Pool vy Electrical: New Service —# of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines It of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Conunercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: 9 Of Dwelling Units: Flood Zone: (FEiNIA form required for other than X) Parcel #: 3 % — ) 3U — r7 �? `� 0 0 '_ _0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: A L- 'Y;> /r 1 vim; > i` c� t� L Gt ' O t �� f %) r I= L Phone: �/ 07 } t,Contractor Name & Address: Phone �F Fax: II I C ntact 11 Hbu: -`4 f I 1 t i i!o I I Lry 11 Phone: . Bonding Company: V 1 Address: Mortgage Leuder: — (1f`I n c) . nA ;.:Our V Address: — Architect/Engineer: Address: _ -_ 0 r 4 3f Application is hereby made to obtain a permit to do the work and insta lattoM, a tined cat' c@Ltif l at 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 COMMENCEMENTMAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR LENDER Olt AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Datc Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name ignatu�t�,ot . `Ise ry-St p1 1,111 i Date Signature of Notary -State of Florida Date .- � MY COMMIS510P1 # DD 285622 Mad 23, 200a °3` Ilonded Tla udget tiotary $enlces Owner/A�,envis, ^ Personal y Known to Me o r I \ Contractor/Agent is _ Personally Known to Me or ,""Produced ID L C ( "2,(- e�5 31�,2Lc�'v _Produced W APPLICATION APPROVED BY: Bldg: — (1 � -Q� Zoning: (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) (initial & Date) A- �� dG 1 y 1.011 OH GA�.AG� Z611 fOfAI, QUANIV OF NSW TPU55F5- 6 -[4515 A fEU55 FACM%f FLAN. 1T5 INtNI)Nb TO Alb IN THE IN5f&LATION OF f U T 5, �NGINFNTP tPU55 PMWIN65 ANn MCHIf CTlUR&5 5UPkCFnI� THI5 POCUWNT. �cv WD 12 12 TTIC& FNP PFfAL Ai 1PU55 FFOF L� 1_01 A2 TFU55 PF0FL� P FlIA"'Ani I. . #o-�s 0 COP" FFICL T, PLANS REVIEWED h. CITY OF SANFORD I DAVID NORRIS ENGINEERING 112 COLEMAN RD. WINTER HAVEN, FL 33880 (863) 299-1048 I FL P.E. # 32186 — I,��elecl end M<xk ATrI1ENTI0N1 DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT HIB-91 30' Span r less 30' to 60' Span Sprea r Bar \ 60 degrees y f or less 1/2 2/3 to 1/z ITIathe span appr...- Ta liner sPan approx. � REFER TO HIB-91 Truss Must be set this way if crane used, Truss is an examp(e, your truss may not match, k. Insist crane operator sets truss this way. General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HUS26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-131 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure, Please refer to BCSI-131 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 15 PSF BCDL = 10 PSF BCLL = 10 PSF TOTAL = 55 PSF DURATION = 1.25 % WIND SPD = 140 BLDG EXPOSURE = B USAGE = RESIDENTIAL WIND IMPORTANCE FACTOR = 1.0 UPLIFTS BASED ON= 10 PSF WALL KEY 8'_01i LOAD DESCRIPTION INIT, DATE R/01 REPAIR AMP 9/23/04 ED CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 I Q—..LL ( 863) 294-2488 iiiii'BUILDER OWNER PROJECT:Y57 THE MODEL :GARAGE CCA PROJ/MODEL/ALT ALT DESC : OTC LOT BLOCK DESIGNER PAGE AMP DATE .9 23 04 LAN# SCALE 61103 1 1 4 "=1' AMP 9/24/2004 9:24 AM 61103.DWG ROOF NOTE 5: 301b.F•GLT ?•fbTAL llR!Y IX2PTD w FASCIA ' ?:�TAL FLASMX0 12"SkIEATki1 i6 301b.FEIT 2X4 SUBFASCIA T ASPHA SIiII�GLES !• ti 1R' SFicATF1RiG BXISTIP;G WOOD TRUSS, 1 2X4 NAHJ-::2 1 . R00F ETAEL A-1 ltrs 10"X6"WE-DGE r1NCIIORS a 48"O.C. W/YX3"WASHERS 51 TOENAIL (2) 16d,N: ILS-1 EA -SIDE . �• EXISTING I -BOLTS p u"O.C. -------•_____.-_�.-__.__ • .fit . ,` • W/3"X3"WASHERS I _ ---• _._.� EXISTING 2X8 P.T. FLAT'L COMPOSITE BEAM TYP.TBUSS TO P.T. PLATE CONNECTION a 5/8" DItYWALL W/SNIOOTII PtrfNTED FINISH �EPLACE A'Jrl'IC INSULATION IF REQUIRED EXISTING 2 X8 P.T. PLACE 13OL•1-ED TO 'TOP OF BEAM WITH 1/2" aOLT6 a124- o.C. \18 3" X 3" X UQ" STEEL WASHERS ASPHAIA' ROOF SHINGLGS OVEK301J BASE FELT -FIN -TAGGED TO ur. EXT. GRADE APA PLYWOOD, INSTALLED PERPJ NDICULAR 'TO THE RVA" FRA,`dINO, WITH END JOINTS STAGGERED, NAL TO TRUSSES WITH 8D. COMMON, GAILY. NAILS (.031" DIA. X 2 112" LONG WITII0.281" DIA. FULL ROUND HEAD) © 6" O.C. IN TIIE FIELD AND 4" O.C. AT PLYV/OOD JOINTS. " USE IOD. COMMON GAIN, NAILS (0.146" DIA. X 3" LONG W/ 0.312" DIA. FULL ROUND HEAD) 4" O.C. © (3ABLE ENDS ENGININR(LD 1l'001) ROOFTRUSSES Q24" O.C. NIAX. (2) USP I-IC520 APICFIORS. NA1L'To 2X8 PT PLACE WITH ((I) 8d.NAI,S AND (6) Sd. NAB-S TO TRUSS. (11) NAILS IN EACH ANCHOR EXISTING CONT. 8" X 16" COMPOSITE BEtV I EXISTING ALUMINUM SCKGr:N VECFrs Q 1I$"O.C. IN 3/8" WOOD SOFFIT F CON 1'. GALV. ,` orAL FLASHING OVER I X2 PT DRIP STRIP OVEK IX6 SPRUCE FASCIA OVER 2X41J2 YELLOW PINE SUB -FASCIA. -- EXJSrI,NG PAASONRY WALL EXISTING 1 IR" WATER STOP RECESS EXI.STf1•I(i CO?1CRI> rE SLAB EXISTING FOOTING r, ^EXISTING GARAGE FINISH FLOOR TY-.RANI BALL SECTION 91-011 1` 1 -011 c 1191-011 Z7'�I1 �l� i211 191-0i1 L V GARAGE (528 S.F.) -1 �cPlf E146.) O L Cam! FLORIDA BUILDING CODE 2001 WIND SPEED = 140 MPH, MWFRS WIND IMPORTANCE FACTOR- 1.0 BUILDING CATEGORY 11, ENCLOSED EXPOSURE ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT-GePI = 0.18 MEAN ROOT? HEIGHT = 10.00 TRU55 DE5IC-FN CRITERL4 FLORIDA C3UILDING CODE 2001 140 MPH, 3 SECOND GUST EXPOSURE "0" ROOF TRUSSES: TOP CHORD LIVE LOAD: 20 TOP CHORD DEAD LOAD: 15 P.S.F. 50TTOM CHORD LIVE LOAD: 10 E30TTOM CHORD DEAD LOAD 10 P.SF, TOTAL LOAD: 55 PaF. AT 1,25 DURATION FACTOR FLOOR TRU551n5: TOP CHORD LIVE LOAD: 4 0 P.S.F. TOP CHORD DEAD LOAD., 10 P.SF, BOTTOM CHOP--D DEAD LOAD: 5 TOTAL LOAD: 55 P.SF. I, TRU55 MANUFACTURER SHALL 5U5MIT PLANS AND ENGINEERING DRAWINGS FOR PERMIT,WHICH SHALL BE CERTIFIED BY AN ENGINEER REGISTERED IN THE STATE Ofi FLORIDA. 2. ALL MEMBERS SHALL BE $0 FRAMEDANCHORED,TIED AND BRACED THAT THEY HAVE THE REQUIRED STRENGTH AND RIGIDITY. 3, GENERALLY WALL SIZES INDICATED ARE BA5EQ ON NOMINAL LuMt3ER SIZES. CARE SHOULD BE TAKEN DURING: LAYOUT TO HOLD ALL EXTERIOR DIMEN$10N5 AND WORK INTERIOR DIMENSIONS TO THE CENTER LINE 0r WALLS. .4. ALL PLYWOOD SHALL 13E IDENTIFIED WITH THE APPROPRIATE CaRADE/TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION, 5, ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE. COMPRESSION WEB SLOPING OR `IERT DIAG BRACING NAILED CANT LATERAL BRACE TO OPPOSITE SIDE FO WEB TO PREVENT LATERAL CEILING IqMOVEMENT - AT 20' O.C. 1, WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB-91, BRACING IN THE PLAN OF THE IEB MEMBERS : a. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. b. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING !S TO BE CONTINUOUS. c. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST 'TO BEARING LOCATIONS. 2. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS 2X4 (B.C.B.) LATERAL BRACING SPACED AT 8'-0" 0. C. WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES. IF NO --CUNT LATERAL BRACING LOCATED ON OR NEAR PANEL POINT 1F REQUIRED DIAGONALS FORM V BOTTOM CHORD BRACED BAY � 20 FT OF TRUSSES INTERVALS: REPEAT O (TYP) BOTH ENDS CEILING IS ATTACHED TO BOTTOM OF TRUSSES BRACING SHALL BE MIN, 2 x 4 10' 36" O.C. NAILED TO THE TOP OF THE BOTTOM CHORD, DIAGONALS PLACED AT 45' TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. 3. TOP CHORD BRACING : a. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPRAGHM ACTION, BRACING IS NOT REQUIRED. b. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END. IF BUILDING EXCEEDS 80 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. ELECTRICAL SYMBOLS SYMBOL UESCRIPTION UUPLEX RECEPTACLE 'TOP RECEPTACLE SWITCHED METER •��,-- C;.- ELECTRICAL PANEL SWATCH . PVLLCHAIN LIGFii / 110 V RECEPTACLE COMBINATION IN ATTIC SECURITY LIGHTS - 50FFIT MOUNTED - - - FL.VURESCENT LIGHT FIXTURE (� SWITCH - PUSHBUTTON NOTE: ALL ELECTRICAL COMPONENTS ARE EXIS'TINO AND ARE TO BE RECONNECTED. NOTES NOT SPECIFICALLY F ZPERENCED ARE GENERAL. 01. TRUSS SHOP DRAWINGS. PROVIDE SHOP DRAWINGS SHOWING LAYOUT, PROFILES, CONNECTIONS AND LOAD DIAGRAMS 5OR ALL ROOF AND,: TRU55E5 SIGNED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE STRUCTURAL ENGINEERING IN THE STATE OF FLORIDA, KEEP SEALED SHOP DRAWINGS ON SITE= FOR I�ISPEC'rI0 1, SUBMIT SHOP DRAWINGS TO 5TRUGTLIRAI- ENGINEER AND ARCHITECT FOR REVIEW AND APPROVAL. COORDINATE TRU55 PLACEMENT WITH PLUMBING r✓-IXTURE LOCATI0�15 02. ROOF TRU55ES. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X. WOOD TRU5SE5 FOR LOADS, SPAN5 ANDS. CONDITION5 SHOWN. SPACE TRU56ES AT 2'-0" O.C. MAXIMUM . PROVIDErALL REQUIR=.D INFILL rF'AMING, 5LOCKING AND BRACING REQUIRED 'r0 FRAME ENTIRIE ROOF ASSEMBLY, PROVIDE ALL TRU55 TO TRU55 CONNECTIOI`15. PROVIDE ALL NECESSARY SUPPORT CONDITIONS FOR FRAMIN�a ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF EACH TRUSS WITH GALVANIZED HURRICANE 9TRAP5 AS SPECIFIED AND DETAILED. 03. ROOF SHEATHING, PROVIDE 17/32" THICK, CD EXP0$IJRE I RATED, CDX PLYWOOD GENERAL NOTE" S 1. OWNER INTENDS'TO REROOF ENTIRE RESIDENCE INCLUDING GARAGE AREA. ROOFING CONTRAC' 'OR SHALL FUICNISII ALL ADDITIONAL DATA AND DOCUNIENTA"TION TO SECURE ALL REQUIRED PERMITS AND SIIALL COORDINATE THIS DATA WITH ANY OTHER CONSTRUCTION DOCUMENTS WHERE REQUIRED, 2. LOCATION OF LIGHTING FUUURES, A'I-TIC ACCESS, AND OUTLET FOR GARAGE DOOR OPENER ARE APROXINIATE. ACTUAL LOCATION'I'O III: DETUOUNED IN FIELD. 3. ALL WORK SIDLE CONFORM'TO APPLICABLE STATE, COUNTY, AND CITY ORDINANCES. 4. ALL RECONNECTING OF ELECTRICAL COYWOYEN'1 S SHALL CONFORl11 TO THE; NATIONAL ELECTRIC CODE,1999 EDITION. 5. OWNERTO ItEINSI'ALL EXISTING 12"X J.5" ATTIC VENTS IN WOOD SUFFI7' r1 '1'0 CONIPLY WITH FLORLDA BUILDING CODE 2001 SECTION 2309.7. WALL K K Y . r Revisions Sheet information Date: 9 - z,,) -,2 Job Number Checked Approved Seal &kI.B06II EEllginw i"P. 0. BOX 933 Qfp Raton, FL 33429 i i Sheet Description Sheet SC ALE A-1 1%4 "=1, CONSTRUCTION DOCUMENTS 0 I