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HomeMy WebLinkAbout1912 S Summerlin AveJi. " J CITY OF SANFORD PERMT APPLICATIONcei Ll r -C7 Permit No.: " a �S a` _ Date: 23T�o-ati Job Address: Perwit,Type: Building Electrical < Mechanical Plumbing Fire Alarm/Sprinkler Description. of Work: tC>X I Z Additional Information for Electrical & Plumbing Permits Electrical: Additi Alt ation _Change of Service _Temporary Pole _ New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One CIoset Plus Additional) Plumbing/Commer 1: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: �� Value of Work: $ (�UD� Type of Construction: 9�'0.r� Flood Zone,: Number of Stories: Number of Dwelling Units: Pareenio.: 31 1°s 3N SD�S[� bZ )yb n (Attach Proof of Own rship & Legal IL -63 Owner/Address/Phone: kQIZ 5, •,,r.�e�1t-.1-1�Q, SO,"Y-;%, C-Lai—n T. 3'2Z IL -63 Contr-actor/Alddress/Phone: �S& Q2 W Li 3 '919 -State License Number: 6Zco. , Lu7 � Contact Person: .\r -o n�A Phone & Fax Number: gi3 ��� 43 27 Title Holder (If other than Owner}. Y�-2 Address: Bonding Company: 06 Address: Mortgage Lender: Address: Architect/Engineer e�. S Phone No.: 963 Address: ut 646y�5Fax No. • (a$ %—,�i �Z 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 jurisdictidn. 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 COMMENCEMEIJT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR 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 requred 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. Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me. or Produced IDProduced-ID SL, APPLICATION APPROVED BY Date: Special Conditions: Signature of Owner/A ent Date Signature of Contractor/Agent Date int Owner/A 's ame Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date +°`� • P°�. FLORENCE A DE GRAVE MY COMMISSION t DD 1642S0 EXPIRES: November 12, 2011•' ' w�4 # 43.60 os ��`O� Baged ThN Budget Notary Services # 43.60 o71W Holder/Pbaee Print) Perron - Please Print) hereby authorize to obtain a permit in my behalf under my License # 5 6 q 6 •% for the job described below. TYPE PERMIT Building Electrical Plumbing HVAC Roofing Pool Other DESCRIP44wy-, TION Owner � rr� Site Address /C? I Z -S• v n r4 ✓)1r ,5,a, 4A , %+! 327-71 Tax Parcel #3/ l 13/ �no o_0?4b ka �4/�� License Holder Signature) Date State of Florida County of Affirmed and subscribed before me this Z::L day of by w otlkrsonally known o me or who has produced (type of ID) as identification. ee na P Signature of Notary Public State of owe Prim Type or Stamp Name of Notary Notarial Seal CATHLEEIVA M. GILLAE PSMIIE NOTARY PUBLIC - STATE Of COMMISSION 0 0W4M EXPIRES 1 V2VM5 SOWED THRU 140-NOTAWI 4cmN NwW P+ A VC" ftw SEM MOLE COUNTY, !-LUH'0.4 DESCRIPTIGN 24, as alock 5, BEL-A!R, accoi-ding to :he Plat thereof s r Page 79 of the Public Records of Seminole County, Florida. SURVEYOR'S CER-'FiCA-7E cert --zy "hat 'have made -a Survey of ',;%-.e a_ -.z --e descrited e Plat heret):1 is a c(-Jrrect reoresen, I.:Zt" 4�s P r u f e s s-; n na I �ar d 5 t; r Sanford, Flor ida'�7"7- 16 --uq-.st '29 FND I l to Et W to ki FN D I F -d 24 a5 . I Z5.0 VNO- IRON 44 tin di FtON '7Ck: F;921 -An.- 9-4.. a **AS AN ALTERNATE LOUISIANA PACIFIC EZ PANEL CAN BE USED AS SHEATHING IF IF INSTALLED PER MANUFACTURER'S SPECS, SEE ATTACHED DETAILS PAGE #2A TYP LARGE BARN CONSTRUCTION COL AA TIE 2X1 R1DOE SEAN 11' WIDE MRHS ONLY A 8.0- SHEATHING GRAOE 318- OSB BOARD" NAILED WMd NAILS (13- O.C. TOP & BOTTOM EDGE(TOP L BOTTOM OF OPENINGS) & 9. O.C. A INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) PLYWOOD USED FOR UPLIFT& SHEAR CLIPS NOT RF- ------- - ----- 2'-7[7- TRUSS PLATE TYP BOTH SIDES AS SHOWN BEE PAGE IA_. RIGHT SIDE SECTION 2.221 TOP PLATE If, YOX 6A1V1S ONLY 1X6 TRX SECURE RAFTERS TO TDP PLATE WI SNEPSONS HLS W/104d NAILS OR EOUIV. FOR 416N UPLIFT OR SrMPSOHS H1 W/IOJd NAILS FOR AM UPLIFT - NOT REQUIRED OR LAST RAFTER TYP SMALL BARN CONSTRUCTION 8,10,12 WIDE 20' ANCHORS AS REO'D FIBERGLASS SHINGLES SECURE SHINGLES Lwj TO ROOF DECKING WI 1' ROOFING NAILS S Z 6C J W 0 0 ..z� 7.Ns` oe -_.W. LENGTH ol w x.`yy RIGHT SIDE ELEVATION z 4 \JL V FRONT WALL SECTION FRONT ELEVATION RIGHT SDE ELEVATION 0 DELUXE ESTATE YARD BARN N O W Q p kLL e, DOORWAY REMARKS • T s' G 1 Tm N TO cmw MY Tm WOOD FRAME ITORAYE Z 91 1 :fILD W A$ NMN ON MW DRAWN" NM MN FRONT WALL SECTION FRONT ELEVATION RIGHT SDE ELEVATION 0 DELUXE ESTATE YARD BARN N O W Q p kLL e, DOORWAY REMARKS • T s' G 1 Tm N TO cmw MY Tm WOOD FRAME ITORAYE Z :fILD W A$ NMN ON MW DRAWN" NM MN o w s• G^ 0161011D N ACCOWNWIX WRM TME FLONU /1JILORN COOS 2001 WH AU RCM"TO C"Apm'I N./]FOR 1206" WIND VELOCRY Y Uz i 'o D. i u THE NIDE XM MEM JWA M WND VELOCITY o u a WMEM ANCHOR'LO M RtOMM N AMNON CHART WNO 211111CRTAM0! FACTOR A KD CAT: 1101 --jSlEET 1017 1-c;FII3 u E p J OLL _ P.T. BOX SILL ITYPI SEE NOTE: 3 W SCHEDULE BELOW SECURE BOX SILL 0 CORNERS Q > N Wf3-11d NAIL1 1. WHEN MONOLITHIC SLAB IS USED, THIS FLOOR ►.T. JOISTS ®1r O.C. ITYPI FRAMING IS NOT REQUIRED N = W 17 SEE SCHEDULE snow SEE FLOORING DETAIL DWG. NO.104 SECURE JOIST To Box SILL SEE GENERAL NOTES ON DWO. NO.107 Z z NAILS 0 EACH JOIST CD J o 4X4 P.T. RUNNERS 2. ALL MATERIALS AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. p N SEE SCHEDULE BELOW -71 TOE NAIL FLOOR JOIST TO RUNNERS S. ALL LUMBER TO BE NO. 2 GRADE W12 -12d NAILS g EACH JOISTIRUNNER SOUTHERN YELLOW PINE OR N a Rt IN NO. 2 SPF— UNLESS OTHERWISE w o W _ _ = c SIS' COX TREATED PLYWOOD SPECIFIED OR SUPERSEDED BY a M' SECURE FLOOR DECKING TO APPLICABLE SEE PAGE 7 S o _ .-. ' JOIS ►LOOK T Wnd NAILS 0 S' 2 D.C. 0 EDGES a 1r o.c. 0 4. THIS FLOOR FRAMING PLAN IS FOR v) z IA INTERMEDIATE SUPPORTS THE HEARTLAND INDUSTRIES, INC. s DELUXE ESTATE YARD BARN. ANY DEVIATION z IL IL= a a a a Q ex r= v a e# IS STRICTLY PROHIBITED WITHOUT THE U ¢ _ PRIOR APPROVAL OF HEARTLAND 0______ 0 LL 'TT" a �-7T SEE FLOOR FRAMING 103 INDUSTRIES, INC. AND/OR ENGINEER ? DETAIL DWG. s c # a S. IN THE EVENT OF A DIMENSIONAL OR W W ul U) _ _ MATERIAL DISCREPANCY, NOTIFY HEARTLAND INDUSTRIES, INC. FOR g Q ~ RESOLUTION OF THE CONFLICT. U) QQ D LL W — Z Z W x=)E � IHEADERS F WINDOW OPT. WINDOW E E - 2X4 WN? PLYWOOD GLUED O 00 J a NAILED B DELUXE ESTATE YARD BARN g w B C3 FLOOR FRAMING w x SEE NOTE NO. 1 A B C D E1X4 P.T. RUNNERS P.T. JOISTS & BOX SILL REMARKS c 8' 8' 1o' 12' 14' r18' 18' 20' 22' 24' 40' w 2,-0" 4.-0.. � 2 REQ'D 2X4 ~ D (n F- 10'-0" 1'-6" 3'-6" j/ 3 REO'D 2X4 a0 2 w> W 3 X I' Q 12'-0" 2'-0" 4'-0" 3 REO'D 2X6 � U p U Q U7 16'-0" 2'-0" 4'.r 4 REO'D 2X6 102 SHEET 2 Of 7 1-c;FII3 At *AS AN ALTERNATE, USE OF 16X16 ABS PADS, AS MANUFACTURED BY "MF'D HOUSING FDN SYSTEM, A DIV OF OLIVER TECHNOLOGIES INC., TENN.", 1-800-284-7437, PROVIDED SAME IS INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AT ABOVE SP., 4' CENTER TO CENTER UNDER EACH SKID IS OKAY S/8" CDX TREATED PLYWOOD w SHEATHING GRADE 318" FLOOR DECKING AS REQ'D. SECURE FLOOR DECKING TO OSB BOARD NAILED W/8d NAILS 3" O.C. TOP i BOTTOM EDGE NOTE: U 2 FLOOR JOIST W/ 8d NAILS ® 4" (TOP & BOTTOM OPENINGS) 6 8" O.C. 1. WHEN MONOLITHIC SLAB IS USED, THIS FLOOR w O O.C. @E EDGES IS 12" O.C. a INTERMEDIATE SUPPORTS (FOR SHEARWALL VALUE) FRAMING IS NOT REQUIRED N O J INTERMEDIATE SUPPORTS 2X4 STUD 024 -D.C. 2X4 STUD EEE FLOORING DETAIL DWG. NO, 104 O O LL Z 2 @18" O.C. SEE GENERAL NOTES ON DWG. N0.107 16' BARNS ONLY M N P.T. JOISTS B 1Z' O.C. (TYP) SEE SCHEDULE BELOW 2X4 BOTTOM PLATE 2 ALL MATERIALS AND LABOR SHALL MEET SECURE JOIST TO BOX SILL OR EXCEED APPLICABLE LOCAL CODES. N = w W/2 -1b NAILS g EACH JORT I Z H 5^ 3. ALL LUMBER TO BE NO. 2 GRADE z I 112"X3.1!2" LAG SCREW THRU SOUTHERN YELLOW PINE OR sro >. v S 4X4 P.T. RUNNERS I�_ W/2'X2"X1/8" WASHER NO. 2 SPF — UNLESS OTHERWISE SEE SCHEDULE BELOW 30" SINGLE HELIX ANCHOR MODEL SPECIFIED OR SUPERSEDED BY o TOE NAR. FLOOR MTE40 AS MFD. BY TIEDOWN APPLICABLE SEE PAGE 7 JOIST TO RUNNERS WIZ -12d NAILS EACH ENGINEER, ATLANTA, GA. ON 4. THIS FLOOR FRAMING PLAN IS FOR o JOIST/RUNNER INTERSECTION— = 1111=111) III=III 1111=1111 SIDEWALLS ONLY WRN 24" +1- ILII THE HEARTLAND INDUSTRIES, INC. LLl m y m OF CORNERS SEE ANCHOR DETAIL DELUXE ESTATE YARD BARN. ANY DEVIATION "I B"X4"XIS" SOLID BLOCK- ® 4' - 30 DEGREES TO VERTICAL IN THIS PLANE (TYP) IS STRICTLY PROHIBITED WITHOUT THE Q O.C. (TYP) @ EACH SKID FOR EXTERIOR WALLS GREATER THAN 8' FLATWISE PRIOR APPROVAL OF HEARTLAND N P.T. BOX SILL �� BLOCKING REQ'D Q PANEL JOINTS. SECURE BLOCKING INDUSTRIES, INC. AND/OR ENGINEER Z O O SEE SCHEDULE BELOW W12 -16d NAILS EACH END. PANEL JOINT IN CENTER Z a 113 OF WALL S. IN THE EVENT OF A DIMENSIONAL OR MATERIAL DISCREPANCY, NOTIFY FLOOR FRAMING DETAIL SHEATHING GRADE 3/8"OSB BOARD- NAILEDwIBdNAIL!®ro.c.TopaBOTTOM HEARTLAND INDUSTRIES, INC. FOR Z EDOE(TOP B BOTTOM OPEMNG3) a r O.C. q RESOLUTION OF THE CONFLICT. — SEE NOTE NO. 1 145 ROD 3" FROM BOTTOM INTERMEDIATE 3UPPORTt (n (FOR SHEARWALL VALUE) W w MAXIMUM ANCHOR TIE DOWN LOCATION 2X4 STUD ®24" O.C. 6. END WALLS DO NOT REQUIRE SHEAR J 2X4 STUD ®14" O.C. CUPS ON LAST RAFTER SIDING IS a Q 110 MPH 6' +1- OC MAX 4" CONCRETE SLAB t6' BARNS ONLY USED FOR UPLIFT 1' 120 MPH 6'+/- OC MAX 2500 PSI. W/ FIBERMESH trrxr J BOLT X22 O.C. O W 130 MPH 4' +l- OC MAX P.T. 2X4 BOTTOM PLATE Z O x r TO GRADE 0 8 � 30" SINGLE HELIX ANCHOR MODEL ZQ v J '� J w MTE-30 AS MFD. BY TIEDOWN ENGINEER, ATLANTA, GA. ON J OFCORNERSaeY+-D.C.MAX . DELUXE ESTATE YARN BARN Q ALTERNATE FOR FLOORS = LESS THAN 400 SQ. FT. SEE NOTE NO. 1 4 BARN BARN LENGTH 4X4 P.T. P.T. JOISTS o 6' 8 /0' 12' 14' 16' 18' 20' 22' 24' 40' WIDTH RUNNERS IS BOX SILL REMARKS Ui w 2 REQ'D 2X4 0 H 10'-0" 3 REQ D 2X4 m Z Z w j W u Q 12'0" 3 REQ'D 2x6 o V RICA) 4 REQ'D 2xB 103 SHEET 3 OF 7 NOTE: w 1. THIS WALL PLAN IS GOOD FOR THE DELUXE ESTATE YARD OPT IT RIDGE VENT f.l 2 BARN ONLY. ALL MATERIAL / LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODERw SEE GENERAL NOTES ON DWG. NO. 107 FIBERGLASS SHINGLES SECURED � ` TO ROOF DECKING Wry IWROOF NAILS /J O O LL % V IXS RIDGE BEAM (16' WIDEBARNS ONLY) v/ J ,� _ SECURE RAFTERS TO RIDGE BEAM W12.14d NAR-S@ EACH RAFTER 111 C ; A / 1 StMPSONS HI W1104d NAILS OR EQUIV. FOR 4900 UPLIFT 1 DYER 1H FELT fa Q ; o 7114• ROOF DECKING AS REOA SEE ROOF FRAMINO DETAIL 9 i Q n p O = Y 2X4 STUDS ® 24" O.C. (TYP) 2' DM N0.104 y 2 K SECURE ROOF DECKING W/ad COMMON M OR HOT DIPPED NAILS a S' O.C- a :DOES 4 E" O.C. a INTERMEOUITE Z rI j .Nj 2 we /UPPORTS a 4" O.C. a GABLE END WALLS OR GABLE TRUSSES ZX4 COLLAR TE A EVERY OTHER RAFTER h N TOP 11.1 OF RAFTER SECURE COLLAR TE TO RAFTER Wf2-1 Sd NAILS 1r WK]E BARNS ONLY SECURE RAFTERS TOGETHER W1!-X3-TRUSS PLATE SEE PAGE 1A WOOD GUSSET n 2X RAFTERS a 24" O.C. Q SEE SCHEDULE FOR SIZE N J G O r'x]" TRUSS PLATE BOTH o w W _ n SIDES OF RAFTERS ITYP) O SEE PAGE 1A WOOD GUSSET DOUBLE TOP PLATE (TYP) m SEE SCHEDULE BELOW 2X4 STURDY RAIL SECURE TO RAFTERS W13-16d NAILS A .� EACH TER aNaAlNalo oeAw LS-oae eoeAv- L,j M"COXTREATEDPLYWOOD wuLm TRa4 NaA1 f r O.C. Ta a 6-000 mO,wl P a Wmor om—ss) a r D.C.0 Z FLOOR DECKING A, REGA ` M[RMmIArt ARPCIRl SECURE FLOOR DECKING TO FLOOR JOIST WI Bd NAILS 0 4• � ISM t"aMwALL VAt1T W W Q a O.C. R EOATE t SUPPORTS INTERMEDIATE SUPPORTS NOTE: PLYWOOD CONTINUOUS J f Q N 1— N FROM BOX FILL i0 TOP 01 W W TOP PLATE p O w J X ALL BARNS EXCEPT 16' WIDE Z a w i p •� WALL & ROOF DETAIL3 2X{ STUDS SEE WALL DETAIL Q 24" O.C. (TYPI Q 2 2X4 STUDS a 16" O.C. (TYP) W �C`N LSEE 1r WIDE BARNS ONLY 2 a'-0' DOORWAY ON SLOG. CENTER UNE 6CHEOULE BELOW E-2X4 HEADER DELUXE ESTATE YARD BARN ABOVE �A FLOOR PLAN g IS' WIDE BARNS O A B •LENGTH C 2X1 TOP PLATE LS• STRUCTURAL WOOD SIDING HEIGHT H WIDTH MINIMUM DOORWAY (SIDEWALLS) RAFTER REFC3 6' 8' 10 12 1t' 16 18' 20' 2T 24' 10' 2v- 4'a- av" rc rr 1 REO'D 2X4 m _ p J p > 6 10'-0" T-6' S• 0^ 1 REO'O z Y 18' 3 GINGER 2x4 3 u 0 0 w o. 1Y-0" g.8^ b. 0" 2 REO'D =214 0 a 108 10'-8" 6'-0" 2 REQ'D 2x/ SHEET 6 OF 7 A WIDTH a• -o- 10'•0" 1r -o- 16'-0' NOTE: I . THIS WALL PLAN IS GOOD FOR THE DELUXE ESTATE YARD NOTE: BARN ONLY. ALL MATERIAL A LABOR SHALL MEET OR EXCEED APPUCABLE LOCAL CODES. 2-2X4 HEADER IN SIDEWALL ONLY SEE GENERAL NOTES ON DWO. NO. 107 FO 7114' ROOF DECKING SECURE ROOF DECKING I9 td COMMON OR Id HOT DIPPED GALV, NAILS @ 4.O.C. @ EDGES 1116- O.C. @ INTERMEDIATE SUPPORTS S 4. O.C. @ FIRST 4- OF GABLE ENDS B -LENGTH ` R OPENINGS UP TO 7.4 U >2 2.2X6 HEADER FOR OPENINGS UP TO 5'4" O O u. A Zai 2 EQ EO. 00= q=K 2-21(1 HCADER 2X4 OVERHAND ZZ n WINDOWS MEET NPSF J Sto S REOLREMENTS OF AAMA17011 NANOOWS MEET NPSF Q — ul 7 REOUREMENTS OF W I BIMPSON SP4 WA -10d O Z AAMA1701.2 W NAILS OR EOU. FOR N 0 LL UP TO 7750 UPLIFT 1- TRUSS PIATE TYP. O _=.I BOTH SIDES M 31101VN t3 o DOOR OPENING DETAIL SEE PAG! to I SEE ELEVATION DWG. NO, 101 FOR SIDE WALLS ONLY < W WOODOUSSEi Nm yI JO S f'I ROOF LAYOUT N DELUXE ESTATE YARD BARN 7114' ROOF DECKING SECURE ROOF DECKING I9 td COMMON OR Id HOT DIPPED GALV, NAILS @ 4.O.C. @ EDGES 1116- O.C. @ INTERMEDIATE SUPPORTS S 4. O.C. @ FIRST 4- OF GABLE ENDS B -LENGTH WINDOW OPENING DETAIL o N QN pOp V) 10 Z PEOUN. FOR UP TO 91 S0 UPLIFT W ro 2 2-2X1 HEADER ` W U U >2 BIM"ON WA W1104d NAILS OR EQUN. FOR UP TO $150 UPLIFT - O O u. Zai 2 ofa^ 00= q=K 2-21(1 HCADER UJI ZZ n WINDOWS MEET NPSF J Sto S REOLREMENTS OF AAMA17011 = WINDOW OPENING DETAIL o N QN pOp V) 10 Z PEOUN. FOR UP TO 91 S0 UPLIFT W ro 2 2-2X1 HEADER U 2 2X0 STURDY RAIL N W UJI = Q ul 7 Zc W I BIMPSON SP4 WA -10d O Z N- W NAILS OR EOU. FOR N 0 LL UP TO 7750 UPLIFT 2 O _=.I 5 0 o DOOR OPENING DETAIL SEE ELEVATION DWG. NO, 101 FOR SIDE WALLS ONLY < W S ROOF LAYOUT DELUXE ESTATE YARD BARN a RAFTERS 2X4 TOP PLATE W (SIDE WALLS) REMRKS a 2X4 1 REQ'D O U7 = A J 2X4 1 REQ'O FOR 16' & LONGER -2 TOP PLATE REQ'D ED Z W x 0 Q y 3 W a 2X4 2 REQ'D X < 2X6 2 REQ'O106 2X6 RIDGE BEAM REQ'D SHEET 6 OF 7 *" IN GENERAL, WHENEVER 02 SYP IS SPECIFIED, USE OF 02 SPF STUD GRADE CLA139 SPRUCE4nNE-FIR STUD S -DRY IS ACCEPTABLE FOR STUDS EXCEPTION: FOR 2X1, 2X10 AND 2X12, ETC, USE ONLY 02 SYP NOTE: WHENEVER A SINGLE TOP PLATE IS USED, STUDS AND RAFTERS MUST ALIGN i"Xr TRUSS PLATE TYP. BOTH SIDES AS SHOWN SEE PAGE IA WOODEN GUSSET NOTES: PLYWOOD PANELS SHALL BE INSTALLED WI FACE GRAN PARALLEL TO STUDS. ALL HORZ. JOINTS SHALL OCCUR OVER FRAMING. FLATWISE BLOCKING SHALL BE USED AT ALL HORL SIDING PANEL JOINTS. PANELS SHALL BE ATTACHED TO BOTTOM PLATES i TOP MEMBER OF DOUBLE TOP PLATE. LOWEST PLATE SHALL BE ATTACHED TO FOUNDATION (OR BOND BEAM) W NAILS OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT DEVELOPED IN THE PLYWOOD SHEATHED WALL$ AB NOTED ON PAGE 101 A 103 WHERE WMOWB A DOORS WTERUPT PLYWOOD SHEATHING, FRAIING ANCHOR$ OR CONNECTORS Y SHALL BE USED TO RE9181 THE APPROPRIATE UPLIFT LOADS AS NOTED ON PACE ROS >, BRIDLE NAIL EDGE SPACING PANEL ATTACHMENT FOR UPLIFT NOTES: I. THESE STRUCTURAL DRAWNGS SHALL BB USED POR THE CONSTRUCTION OF THE SHOWN STORAGE BUILDING. N THE EVENT OF DIMENSIONAL DISCREPANCY, NOM THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM THESE DRAVMGS MUST BE APPROVED BY THE ENGINEER. IL FOOTING DESIGN BASED ON AN ALLOWABLE BEAFM PRESSURE OF 2500 P.S.F. 3. ADD VISOIIEEN S APPLY TERMITE TREATMENT CONCRETE BLAB ONLY A TSI DOWN ANCHORS SHALL BE USEDON ALL BUILDINGS, USE TIE DOWN ANCHORS, IH" DYL X 30" LONG 4" SINOLE HELIX, MODEL MT14% AS MANUFACTURED BY TEE DOWN ENGNIEURG, lNCn ATLANTA, GA. INSTALLATION SHALL BE ACCORDING TO THE MANUFACTURES SPECIFICATIONS. (EGUN. OR BETTER ACCEPTABLE) S. MATERIALS ALL LUMBER TO BE 01: SYP OR t4 SPF`P*. ALL PLYWOOD SHALL CONFORM TO THE LATEST IDI I OF APA BPECIMATIONS. ALL CONNECTORBIFA7ENERS i IPS SPACING SHALL MEET THE APPLICABLE CODES. ALL MATERIALS S LABOR PER APPLICABLE LOCAL CODES. O.SJL DECKING: ORIENTED STRAND BOARD AS MANUFACTURED BY COMPANY. PORTLAND. OIL S. THESE BUILDINGS ARE TO M USED AS STORAGE ONLY i NOT FOR HABITATION. T. DIM NSIONS LABELLED BY LETTERS VARY BY MODEL i SIZE OF SUMMING AND SHALL BB OBTAINED FROM THE PROVIDED SCHEDULES. S. NOW STRUCTURAL DETAILS A RIMS MAY ES CHANGED AT OWNERS DIBCRTIML A ALTERNATE ANCHOROM A CERTIFE{D GALVANIZED ITEEL STRAP MAY SS USED OVER BOX SILL FROM ONE IIWN TO THE OTHER CONNECTING TO TENSION BOLTS ATTACHED TO THE ANCHOR NEAO/ (MODEL NO. MISS 011 EQUAL) 10. METAL DRIP EDGE NOT REQUIRED Raw== fes' it I I 1► w".4' IN, f' .a►a rE = E, RE ROOF SHEETING NAILING ZONE ZONE 1 At 2 Ed COMMON OR HOT DIPPED GALV. BOX NAILS S" O.C. ® EDGES & I" O.C. 41 INTERMEDIATE SUPPORTS ZONE 3 SES COMMON OR Id HOT DIPPED GALV. BOX NAILS 4" O.C. ® GABLE ENDS WALL OR GABLE TRUSS r THIS 8 TO CERTIFY THAT THE WOOD FRAME STORAGE BUILDING AS SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 4001 WITH ALL REVISIONS TO CHAPTER 1S06.IJFOR 140 MPH WIND VELOCITY THIS BUB.om mom l30MPH WIND VELOCITY WHEN ANCHORED AS REQUIRED IN ANCHOR CHART WIND IMPORTANCE FACTOR & SLD CAT: I WIND EXPOSURE: C I ' svmyIor? I t Narendra "Ned- ahab, p.e. Consulting DCA Certified plaosxaeer Examiner # 0000021 DCA Certified Inspector # 0000033 611 Parsons Ave Lakeland, 8133801 (863)-680-2120 Fax Subject: Heartland Iadustriea, s"e- shed compliance with the Florida %.kt8 Code. To whom it may concern; Ass certified plans examiner and inspectaa for the dapartmeat of community affairs and bard on Vt my comamnicaboa with Florida DCA, dwy concur that the design of Heartland dies (City # a 19273) stomp- &beds comply m1+ y with the F.B.C. and that m . termite protection is regehd on site built wood storage sheds that are blocked or buih on as axistiag slab with a floor system. The Heartland shed will be ' �'a1C treated wood ttrstsiled with Owens Co Section 1507.3.7 and meets ASTIv1 D 3161 � classic shingles � comply with(MOD. To 110 M -PA) and M- DC PA 107-95 installed to their specifications. Philips products mamrfacture an windows ins taibd is Heartland storage sheds SM comply widi HAMA 1701.2 requiremena, and meets 5&PSF. Sbuctutal requimumnts. Mie de$ip wind The prrssore for Components ad cog is rated for 35 PSF. � k � L (�.�tactnred door meets f ° for a positive 25.9 PSF. And a 28 1 l'F teatwithIIva ,Pc,cvaluated is accordance ASTM E 330-97. �. Si�ceiely, . -tai. Sliah'�_t`2658 ` ` PF4t;;U-R, M,47 # -03..225:L OFFICE COPY Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL ling=t < © �' 5cminulc Coun(% ^)PCCIyV� O4rp,,,,, f �� G/Cft'llCf ►a (Ii \Vl4 i. W_ At 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-504-0500-0240 Tax District: S1-SANFORD Number of Buildings: 1 HOFFMAN JERRY A & 00 Depreciated Bldg Value: $79,659 Owner: Exemptions: MARLYS A HOMESTEAD Depreciated EXFT Value: $0 Address: 1912 S SUMMERLIN AVE Land Value (Market): $7,920 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 1912 SUMMERLIN AVE S SANFORD 32771 Just/Market Value: $87,579 Subdivision Name: BEL -AIR SANFORD Assessed Value (SOH): $69,392 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $44,392 SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY WARRANTY DEED 02/1978 01156 1862 $100 Improved 2002 Tax Bill Amount: $905 WARRANTY DEED 01/1974 01014 1438 $10,700 Improved 2002 Taxable Value: $42,766 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Unit Land Units Price Value LEG LOT 24 (LESS W 7 FT FOR ALLEY) BLK 5 BEL -AIR FRONT FOOT & 55 118 .000 160.00 $7,920 PB 3 PG 79 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1960 6 2,268 1,886 CONC BLOCK $79,659 $103,453 Appendage / Sgft OPEN PORCH FINISHED / 52 Appendage / Sgft BASE SEMI FINISHED / 270 Appendage / Sgft UTILITY UNFINISHED / 60 Appendage /Sgft BASE/582 Appendage / Sgft UPPER STORY FINISHED / 512 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web. Seminole_county_title?parcel=311931504050002401... 6/26/2003 '06'27 10:38 1657cowmsnc/xL n4Ls p 1/2 r�:N -V ' 631 1 n on At ki DeluxwEsuw 04 Kr 0 174 i .777 4,14 Q ID HM 2x 44 F. Mint C Customer iisolely responsible for complying with any and all permitting, building, and zoning requirements, as well as any =deedor neighborhood restrictive covenants unless otherwise required by law. Job site is pre4eveled to within 6". Finishing and caulking. (See "Assembly Details" on page 28.) Customer Signature =C2_�!) FILE FOLDER COPY 2003-06-27 10:39 1657 COMMERCIAL SALE P 21� CONTRACT k 1192506 �zn Vt , •�•y:z.,., X41 .r�E; •';_.+'r.' •rrw; r=.:r•. w.t:.t:..a-�•if: ;. ••�..y�i +' • Y :. � .QUI�F,NS?:-';a,. _ . �: Jz'�ir:.: Sgtf+.'• .. ,::k<�+f�•,:: . `s:; ".: x.- e.,,,, • :} Ji':. , �'�{p�: — ��-•+;�:= sr,:: ,:I^ , : ,1 r. -„,,•, • feer'ofcleaiao�e,e!oaod:edtlectitiidiR§jci+ston�rvW-1n �dttialme�Eh}apace:to,phi[ �ropeityr7:-�arpeti4ale�to CleaianarmugibA:�=: n..Avertlead'lorproperappficati(Yn..W+shuagles:c-- :_,. r:r:•w..::1.�;-:. .... r—...:�u:o-�.:...:'.•c::":::, - ._ -_ "' LT rya.,. .. .:C.. .._. •iN� `P�'.;5•r: r•['I...a'.iF-:. q�.i:i J: i ..:. -. _:'.:i �': .:.: ... _ SIL TE,ir<R�PAEp47lAN = - .Ifthe site. iswlthtn'stx,inches•:oEbeinglevel hhyispecialneeds'ao�edbcre:tvrelk�ot:the-bvildW4isdoge:4y'"shI1r6Wpg,betwstia' .i4 runners mrd vtows” on the sag. 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