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HomeMy WebLinkAbout1413 S Locust Avef CITY OF SANFORD RERMIT APPLICATION RECEIVED Permit # Job Address. 3 Description of Work: 4 A-V ftA Total Square Footage Historic District: Zoning: Value of Work: S —Tr I) IJ i7 Permit Type: Building V Electrical t/ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential. # of Wa losets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: Viz— # of Stories: 1 # of Dwelling Units: — Flood Zone: (FEMA form required ) Owners Name & Address: Phone: 44 d 7 ^3 7 7- "C l g ca Contractor Name & Address: 56ML AS AGOVOL State License Number: Phone & Fax: Bonding Company: Address: Mortgage Leader. Address: Architect/ Engineer: Address: Contact Person: Phone: Phone: Fax: 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, BEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 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. 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 iestrictions 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 Print will notify the owner of the property of the requirements of Florida Lien Law, FS 713. J¢.lJf--/ l ? /Z,3/u DateSignature of Contractor/Agent C ) W MY COMMISSION # DD 188491 EXPIRES: February 25, 2= t 80o-"OTARY FL Notary DwOurd Assoc• Cc- Owner/Agent is _ Personally Kno to Me or Produced ID APPROVALS: ZONING: / iL: Print Contractor/Agent' s Name Date Date Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced 1D Z 41 FD: ENG: BLDG: Special Conditions: Rev. 03/2006 , fi®Wove garaye a npe, A r CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An oxyner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair. and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease. of more than one such structure by the owner -builder within I year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property' includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the o,%vher of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law Will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. 1, Fo e_-rso-,4 do hereby state that I am qualified and capable of performing the requested const ction involved with the permit application filed. 1 will assume full responsibility as an O%vner/Builder Contractor, and will personally supervise all work allov.-ed by law on the permitted structure. fidgA4 C o OwnerBuilde Signature 93Da e r- V-S J Print Oxvner/ wilder Name Signature OMMISSION # DD 1SMI February 25, 2007 Owner isX,,;:1E)C( P11RES: I db Produced I CITY OF SANFORD BUILDING DIVISION OWNER(BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sate or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within l year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,' building codes, and zoning regulations. I, f k A-4?. 1 0 6 e S M do hereby state that I am qualified and capable of performing the requested consliction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. J-4 V44:4 7Z 3 f 0 Owner/ Builder Signature Date CN-(& I" ko 6-enn % A.) Print Owner uilder Name 7 7DEBBIE BLANTON Signature of Notary—S a eOiON # DD t86481 EXPIRES: February 25, 2W 1- 0004MTARY P_ Notsry Dieoourh Assoc. Co. Owner is Personally Known to Me or has Produced ID y ?I,, ) C?- NOTICE OF COMMENCEMENT Permit No. State of Florida County of Seminole Tax Folio No. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. c7 to M 1. D sc tion of rope : (legal description of the prope and street address if av '1 ble) = M 2. General description of improvement: 3. Owner information \ a. Name and address o 6 r, '`(s a ` G — w O ^ J y T P J G L dvJ ti/ Id 3 2o b. Interest in property w 'c c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address ,4 Fi- 0 '' 321,777 b. Phone number Fax number 5. Surety CERTIFIED CO a. Name and address „nwe%FRWlwir MORSE w+ rnv nr riRNIT •COURT b. - Phone number Fax number enNTy- c. Amount of bond 6. Lender a. Name and address _ W G.Vn b. Phone number Fax number I 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713. 13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date f recording unless a different date is specified) G S to (or ffrrmed) ands bscribed efore me this day of , 20 by Y • f1 Personally Known OR Produced Identification_IZ Type of Identification Produced 1.. r r At + '•ti V \ e: of P. li '; tate o lori THIS INSTRUMENT PREP ED BY. r Comrr' lion Expires v NAME{ J"` c' 12 V Z LIND • 1 C CIVJ Y. ADpR, u s i 4 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 El"90 ems, cry.. AsA P 15ER 407 - 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-505-0000-0630 Number of Buildings: 1 Owner: ROBERSON GRADEY 3< BETTY T Depreciated Bldg Value: $101,680 Mailing Address:1413 S LOCUST AVE Depreciated EXFT Value: $600 City,State,ZipCode: SANFORD FL 32771 I Land Value (Market): $24,000 Property Address: 1413 LOCUST AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: SAN LANTA 3RD SEC i JustlMarket Value: $126,280 Tax District: S1-SANFORD Assessed Value (SOH): $62,519 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $37,519 Tax Estimator 2005 VALUE SUMMARY SALES i Tax Value(without SOH): $1,210 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $712 WARRANTY DEED 04/1981 01329 1181 $31,500 Improved Yes I Save Our Homes (SOH) Savings: $498 FEE SIMPLE DEED 01/1975 01071 1652 $100 Improved No 2005 Taxable Value: $35,698 Find Comparable Sales within this Subdivision i DOES NOT INCLUDE NON -AD VALOREM ASSESSMENT LAND LEGAL DESCRIPTION Land Assess MethodFrontage Depth Land Units Unit Price Land Value PLATS, Pick'" LOT 0 0 1.000 24,000.00 $24,000 LEG LOT 63 SAN LANTA 3RD SEC PB 13 PG BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1961 6 1,285 1,960 i 1,600 CONC BLOCK $101,680 $135,573 Appendage / Sgft UTILITY UNFINISHED / 48 Appendage / Sgft CARPORT FINISHED / 252 Appendage / Sgft OPEN PORCH FINISHED / 60 Appendage/Sgft BASE /315 1 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1961 1 $600 $1,500 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valore tax purposes. 11 Ifyou recently purchased a homesteaded property yournext ears property tax will be based on Just/Market value. I re web.seminole county_title?parcel=31193150500000630&cpad=locust&cpad_num=14137/24/2006 PLAT OF BOUNDARY SURVEY p for GRADEY and BETTY T. ROBERSON Legal Description LOT 63, SAN LANTA 3RD SECTION, according to the Plat thereof as recorded in Plat Book 13, Page 75, of the Public Records of Seminole County, Florida. I1 30' I do FENCE ON 63 PROPERTY LINE i W' N 89'00' 40" E 110.01 ' I I 3.91' I' 1 6' CLF I I I L - n I 3.13 4 CLF P 7' UTIL ESM'T J -=------------------„-, SHED Z6.42 I 12.3'• PRovosED PRoPo5ED CONC. ,DRIVE G' FF-1 1 come. / 5 i' Ff- la&i 40' 1 165' C LEx I SrI 16 zPKO Fos e 0 1 wluvow 2' o 1 4. t, 1 STORY CONC BLK RES PO FF, 20.0(ASSL"*D) 5' 32. 15' 6.45' 27.6' 4' 4x4ST- 64 r, 6' CLF H M V) w J EAST 110.00' W Z I 0: O 1 FENCE ON "-V I PROPERTY LINE PLANS REVIEWS 6 2 CITY OF SANFOiR Mi L& j a N 0 77 Cil SCALE: 1 "= 20' OFFICE O — INDICATES IRON & CAP #3382 SURVEY NOTES: 1) The street address of the above -described property is 1413 LOCUST AVENUE. 2) The above -described property lies in a Flood Zone X. SURVEYOR' S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. CORRECT TO - a ... w4 l YL . AIVV, AIV%r9 R. BLAIR.,KITNER' = .P.L.S. NO. 3382 Post Office,Box 823.1 Sanford, Fl. 32T72-0823 PROJECT NO: Oro- 410 SURVEY DATE: 11 HOLY zoo& I L - n I 3.13 4 CLF P 7' UTIL ESM'T J -=------------------„-, SHEDZ6.42 I 12.3'• PRovosED PRoPo5ED CONC. , DRIVE G' FF- 1 1 come. / 5 i' Ff- la&i 40' 1 165' C LEx I SrI 16 zPKO Fos e 0 1 wluvow 2' o 1 4. t, 1 STORY CONC BLK RES PO FF, 20. 0(ASSL"*D) 5' 32. 15' 6.45' 27.6' 4' 4x4ST- 64 r, 6' CLF H M V) w J EAST 110. 00' W Z I 0: O 1 FENCE ON "- V I PROPERTY LINE PLANS REVIEWS 6 2 CITY OF SANFOiR Mi L& j a N 0 77 Cil SCALE: 1 "= 20' OFFICE O — INDICATES IRON & CAP #3382 SURVEY NOTES: 1) The street address of the above -described property is 1413 LOCUST AVENUE. 2) The above -described property lies in a Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. CORRECT TO - a ... w4 l YL . AIVV, AIV%r9 R. BLAIR., KITNER' = .P.L.S. NO. 3382 Post Office, Box 823.1 Sanford, Fl. 32T72-0823 PROJECT NO: Oro- 410 SURVEY DATE: 11 HOLY zoo& 1 r I F81110009 19260 Job No: 317022 Building Bid No: M11377 Supply ENGINEERING COVER SHEET w0LSU"WMlW Project. Roberson's Garage Model Sold To: Gradey Roberson Ship To: 1413 S. Locust Ave.-32771 Lot/Block/Sub: , , City/County Sanford, Seminole Co Design Code Design Software Wind -Speed IFBC2004/TP12002 JM1tek 20/20 6.300 1120 mph Fesign Method: Roof Load Floor Load IMWFRS/C-C Hybrid Wind ASCE 7-02 137 psf Engineer or Professional of Record: --THERE IS NO STRUCTURAL ENGINEER AT THE TIME THESE DRAWINGS WERE SEALED. This package includes 2 individual, dated Truss Design Drawing(s). Page 1 of 1. ID Seq No Date ID Seq NoDate a01 1101513812 8/23/2006 JJa02 1101513813 8/23/2006 S REVIEWERSplySAHFOcoy0F OFFICE N.J.t, Steven P. Lieberman, P.E. (Truss Design Engineer; FL PE License * 58912); Stock Building Supply.; 220 W. Brandon Blvd.; Suite #204; Brandon, Fl. 33511 (813) 571-0870 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters provided by Stock Building Supply. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. UNLESS NOTED ABOVE, 7HEREIS NO STRUCTURAL ENGINEER OF RECORD AT THE 77ME THESE DRAWINGS WERESEALED NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of the component for any particular building is the responsibility ofthe building designer, per ANSI/TPI-2002 Sec.2. J ii -JI v:," 0911212006 Job Truss Truss Type Qty Ply M21377 0001I317022A01GABLE21 Job Rererenoe I 7LpLF WIIOIIIg supply, enlppr rL iL//1 6.300 s Jul 2120D5 Mrtek Industries, Inc. Tue Sep 12 09:07:55 2006 Page I f ;% 1-6-0 6-8-0 13-4-0 14.10.0 1-6-0 6-8-0 6-8-0 1-6-0 saw. h:ss s 40 = Id UM = LA II EM It w II M = 13-+0 13-+0 LOADINQpsf) SPACING ii-0-0 3 a tsI rs d; DEFL in (hoc) Vden L/d PLATES GRIP TCLL 20.0 TCDL 7.0 PWtesIncrease 2.25 *' Lumber Increase 1.25 itTC 0.33 BC 0.22T Vert(LL) 0.01 Vert(TL) 0.03 7 Mr 90 7 Mr 90 MT20 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horc(TL) 0.00 6 Ma n/a BCDL 10.0 Code FBC2004/TP12002 Mabix) Weight: 50 lb y LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. DOT CHORD 2 X 4 SYP No'2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. f OTHERS 2 X 4 SYP N0.3 r s 1 1-Ply 1 I REACTiONStlb/size) ' 2=251/1340, 6-251/134-0, 9=-295/134.0, 10-471/1340, 8-471/13-4-0 load case 6), AN Manic Grav 2.252 ((load case 0), 6-2522((load case 11), 9=126(load case 7), 10=471(load case 2( load case ), B=4711(load case 1) t, - FORCES(Ib) -Maximum Comp ressfon/Maximum Tension TOP CHORD 1-2=0/18, 2-11=48/31r 11;12=-8/36, 3-12=-6/46, 3-13--31/143, 4-13=-23/145, 4-14--23/145, 5-14--31/143, 5-15.0/46, 15-16.0131, 6.16=-28/27, 6-7=0/18 BOT CHORD 2-1C:--8/73, 9;10--613, 8-9i--8/73, 6-8=-8/73 WEBS 4-9 22/178,3-10- 316/43 8=-316/432 NOTES {9) All 1) unbalanced rool'.f!ve bads have been considered for this design. 2) Wind: ASCE'7;02;,120mp1+ (3-se6ond gust); h=30ft; TCDL=4.2psf,, BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C CDmer(3) -1.6-0 to;l'-6-0,' Exterbr(2) 1-6-0 to 3.8.0, Caner(3) 3.8.0 to 6-8-0, Exterior(2) 9.8-0 to a-10-o zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for v4nd bads In the plane of the truss only. For studs exposed to wend (normal to the face), see M7ek "Standard Gable End Detail" 4) Gable reghilrex continuous boltxn chord bearing. 5) Gable studs spaced at 1-4-0 or- It 6) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 7) Provide mechanical ccr;nectlon (by others) of truss to bearing plate capable of withstanding 194 Ill uplift at joint 2, 199 lb uplift at Joint 6, 295 lb uplift at joint 9, 196 lb uplift at joint 10 and 196 lb uplift at joint 8. 8) Sw:101513812, Date:8/23/2006 LOAD CASE(S) Standard RE14% D QF SpHFOR C 0911212006 Truo Design Engim . Stevan LWb n, P.E. (FL Licaua a U912) Slack WMing Supply 220 W. Brenton Blvd.; Suite 204. Brenton, FL 33511 Job Truss Tens Type Qty Ply M21377 0002 317022 A02 ROOF TRUSS 13 1 Job Reference I Stock Building Supply, Santoro, FL 32771 1-6-0 1 6-8-0 13-4-0 14-10-0 1-6-0- 6-8-0 6-8-0 1-6-0 sat.r:u4 m= la r 6-8-0 i 13-4-0 LOADINQpsO SPACING 2-0-0 CSI DEFL In Qoc) Udefl L/d PLATES GRIP TCLL 20.0 plates Increase 1.25 TC 0.28 Vert(U) -0.D4 2.6 >999 360 M1720 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vet(TL) -0.12 2-6 >999 240 BM0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code F8C2004fTPI2002 Mabix) Wind(LL) 0.05 6 >999 240 Weight: 47lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheatfiing directly applied or 5-21-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 SOT CHORD Rigid ceiling directly applied or 20-0-0 oc bracing. WEBS 2 X 4 SYP No.3 1-Fly REACTIONS(lb/size) 2-568/0.8-0, 4-566/D-8.0 Max Hors 2--50(load case 5) Max Uplift2=-318(load case 4), 41-318(bad case 5) FORCES (lb) - Maximum Compressbn/Maximum Tension TOP CHORD 1-2=0/18, 2.7=-1060/455,7-8--1020/460, 8-9--1014/461,3-9--981/467,3-10=-981/467,10-11--1014/461,11.12=-1020/460,4-12=-1060/455,4.5-0/18 BOT CHORD 2-6=-363/985, 4-6•-363/985 WEBS 3-6=0/284 NOTES (5) 1) Unbalanced root live bads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h-30ft; TCDL-4.2psf; BCDL=6.OW, Category II; Exp B; enclosed; MWFR5 gable end zone and C-C Exterior(Z) -1-&0 to 1-6-0, Interior(1) 1-6.0 to 3-8-0, Exterior(2) 3-8-0 tD 6-8-0, lnterbr(1) 9-8-0 tD 11-10.0 zone; Lumber DOL.1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live bads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at Joint 2 and 318Ib uplift at Joint 4. 5) Secin:101513813, Date:8/23/2006 LOAD CASE(S) Standard PLANS REVIEWED CITY OF SANFORD 0911212006 i Tn,o Dsagn Ergirrear. St~ Ueberrrmin. P.E. stoat BuNW9 supply ( FL L ce rs IF59012) 220 W. Brandon Blvd.: Suite 204. Brandon, FL 33511 0 1LL 0 0 LOC" O LL single -car Viol * 3 0 2 R - I / y. Model15 W4 CPIIGMAL 00 GLASS OR I ACAFUC Irtts INALAW SCE EECMW 9-8) DIED w[ T) w1ERU[0'Alt SOIL TOD-L-IOt TpP i pm LIVE EfMLEA) 30" UIN 00-3 SUCS AFIA04ED TO DOOR SRA WW PAWDRM IDG-L-LOC StSTEL 2S GA W1 SIMSETKIUIPRG A IVOP. 80T101111 R CtMER). 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CCKNir C4 D0T50ESV+rLCE f MI/IL 061" SLC1Kw A -A (Sir UEA1 1 NvM AL nr=1 t uG SrJG.s cN to anrols 1 oD. OASNp REWSIE1, Vt `1J4TS "I EL COINIEl SAM CE OC APWAEAJ7U9S DONOR TRNIELOV 18 CA GAv. S+E4 CCNIE: RNGE rAi1E AEa TD VtRE1, SALES M ) Cy /Ih5/b' SWc ET U(7A SCr+ fAIS ED 1C D D STR6 fAC* IF/14) 7A.6//0 KIT wEIA SCAMS AND 9) 9/ 9':3/9 SGJ WPVZ SCANEVS RA ETU r KF- r* mt 91010 SIEN, ID bpi Sim NOLLM. Iis1 no Q(fON t-C ADrt 2± DIE VISiN OF ME SUPPORDDG 5I111AKT11RAL DiU[ ND$ Smut BE iwL RMCNSOLITV or TTE PNOET:SSIONAL OF MEMO FOR 1t¢ EDMD11ht OR tTR11C7tAr A-0 IM ACCOACAIICE wrim CURNERT P,lA1DNC CODES FOR ME U)ADS us1E9 ON 9 GLTSS CR a In SEI MQ C WE wN w In MOLDED 11AE1DE I!8 ACIM1 • LJIi Uri RETArRCR - fE+!/ 4, Pet NE/D SCREA F 10 SCREW'' PER UI E) j EAD tOi STIL Stu. ILAICW_ D1G_ IN DAf10 4ERIICAL IRRC1t. UVE SNAP LArLN ON MOM STOE EAC. t -SDE or pooR OUTSIDE IE m r rwgt END WILE tN9GL twDLE D11R1. E wMIRK OO 1AP 1ATCAOD7> D1A m Clopay Building Producls CLOPAT BUIL@UG PRODUCTSCCU312WALNUT STREEI. SUITE 1600 CINCIMFAD. OHIO 452DZ 513) 391-OEDO O'.P f-p-01 . • 1 A-'1A ft r CATEGDRY: W4 MODELS: 73, 75, B2, B4A, 90, 94 STRUT PLACEMENT SHOWN IN GREEN OUMME I1w01.E w c = LA1G. lGES TAtCItLim w o y JF OOP., DUrS(- NL'KALD_1( Lnrx RAR ElTrorA: D® Fa1 tows • 2A2 P.S.r. t - 211 PSY MST IDACA: •J63 P.SF. It -JSJ M.F. 40111a.=a ALLY NOTfO MCIILMAIL9rwu. R'H 9/23/96 R oP.m, uww 13 75/80/ 82/8M/ 9D/99, 91•A Pr B v"w 3D0159 0.5 PLANS REVIEWED CITY OF SANFORD MI®DADS -N11AMI-DADS COUNTY, FLORIDA NiQ'(;OQULAGLER BUILDING BU!LDING CODE COMPLIANCE OFPICT•- (BCCO) BUILI)yr j , R { r a l'REE I', Sl11Tt: 1603 t RUUII(:'I' CONTROL DIVISION V — l ",-,.F ORIDA 33130-1563 COD C^.,O11W;' 3 9t) "Prix (305) 375-2909 NOTICE OF ACCEPTANCE (NOA) KU.P THIS i)t;o ,N 1rjl: Jeld-Wen, Inc. _ 2 UJ ---- 31725 Highway 97 North APR 0 Chiluquiu. OR 97024 v^ IUII UI`I 1aX. FL. Building & =119 M,5` This NOA is being issued under the applicable nrles and use of conslru^ cctioi ruatcrials. The documentation submitted has been reviewed by Miami-DadiAgPRAA t Pkci, ' rMr o 7uvusuon and acccplcd by the Board of Rules and Appeals (130RA) to be use(] in Miami Dade Counly and other ;u'eas where Alwxcd by the Authority Having Jurisdiction (AI•IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pruduct Control Division (In Miami Dade County) and/or the ALIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested lot- quality assurance purposes. If this product or material tails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 130RA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity fturrrcanc uric ul' the Florida Building Code. DESCRIPTiON: Series "Jell -Went? Steel" S/E Outsiving Opaque Insulated Steel Door w & Yv/u Sidelites APPROVAL DOCUMENT: Drawing No. DC2005, titled "O/S Opaque Steel Dour Double & Single tlnits •.v & v/o Sidelites", sheets I through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision ri I dated 12/1 1/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acccptancc number and approval date by the Miami -Dade County Product Control Division. 71SS1L1 IMPACT RATING: Large and Small Missile Impact LABELING; Each unit shall bear a permanent label with the manufacturer's name or logo, city, state anti lotto\vine statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENFN\1,%L, ol'this NOA shall be considered after a renewal application has been filed and there has been no change ui the applicable bulldM8 code negatively affecting the performance of this product. TERlN•1IN TION of this NOA will occur after the expiration date or it there has been a revision or chan,,c In the materials; use, and/or Ina nul'acttire of the product or process. Misuse of this NOA as an endorsement of any product, lot- sales, advertising or any other purposes shall automatically tcrnlinate this NOA. failure to comply with any section of this NOA shall be cause for termination and removal of NUA. ADVERTISFAIENT: 'The NOA number preceded by the words Miami -Dade County, Honda, and follo\vvii i)y 11I : e.\piratlon (late may he displayed in advertising literature. if any portion ofthe NOA is displayed, then it Mill bC done Ill ifs CnUrcty. I NSPEC T10N: A copy ol'this entire NOA shall be provided to the user by the manufacturer or its distributor, and shall be av;nlablc for irispccton M the job site at the request of the Ruilding Offici;Il. Thus NOA revises and renews NOA 11 00-)003.03 and consists of this page I as well as appluval docunucnl mCnli(ncd above. I'hc atli)nultetl duc:ununtatiun wa, rCVIC\vcd by -N•lamiel Perri, P.E. NOA No U2-1211.12 Expiraliun D) iie: ,\pril 1 1, 2UI)h ppru\al Dale: .I;Inuary 10, 2003 OFFICE 49 JELD-WEND Steel WOOD EDGE OPAOUE INSULATED STEEL IXX)H OOTSWING 5 8 UNIIS IY/ANU WAiUr SIUELITES I THIS PRODUCT IS DESIGNED LO COMPLY «Inl THE FLOR04 BUILDING CODE. 2 WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER THE [DADS TO THE STRUCTURE. S. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR. E.MBEDMEM TO BASE .,ATERW SHALL BE BEYOND WALL DRESSING OR STUCCO. N. MIS SYSTEM REOUIRES WVNDSORNE DEBRIS ETTER:NAL PROTECTION AS PRESCRIBED IN SECTION 1525.1 OF THE ROMA BVI&MG, CDDC' FOR THE SIDEUIES ONLY. 5. DESIGNED PRESSURE RAPHC SHALL BE AS FOLLOWS. SEE DESIGN PRESSURE WING TABLE SHEET OKE. 6 SrOELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION 1 THIS SYSTEM MEETS THE WATER. REO111REMEHIS FOR *"Jr." VELOCITY HURRICANE ZONES' SEE .NOTE BELOW DESI:NFO PRESSURE CHART. 7IDENFIAL INSULATED STEEL DOOR Common to oil frome Cand.lions. Door Leaf Construction: ESyer sheefsr 24 go (0.020') m;n,murn thickness. Galvanized steel A-525 cornmerc;nl quoin ARDO per ASTM 62D th yield strength Fy(m.n.)=24.600 psi. Core de5ian: E(portded polystyrene ,•dh 1.0 to 1.25 lbs. density Construction: Steel Trice sheets glued la r(pondrd polystyrene (EPS) . Ih .Good fools and forn,note0 veneerd lumber shies and o wood NoCk' block reinforcement. frome Construction. fhe head Joms Will sde Iambs are mortised, Dulled and )oined us,no three //D- K 2 ire sloples. / TABLE OF CONIENTS MEET DESCRIPTION — — I _ _ COMMOrl (GENERAL NOTES, rrPICAL ELEVADON) _ 2 vERTICAL CROSS SECUDNS 4 BILL OF MATf:RIAI.S _ HOIZONFAL t.ROSS SECTIONS _ HOi20NM CROSS SECTIONS 5 ANCHORING LOCAHOrtS_R_6b,AILS o - j ANCHORING LOCATIONS :( DEIA4S- 1 I GLAZING DL IAIL-. --- - _ --- --__-- F1 DOUBLE DOOR ELFV I 1 t•NSS v-%A Obi. HAIL ,vnrl rr W I1 X SINE DOOR w/SDE IT ES ELEVATION 105. 25' MAX. OVERALL w1DTrI —{ 1 ir yr © © © 1 _ _ U U U Z as a C W c: l T O K¢ In 2 O4 m a f n i et: R a BU F p one` APR" I I 2 DESIGN PRESSURE RATING wtiERE wnTI3 iNFILtRAUON REOUIREMENT 14 NEEDED NECArnfE - 5/ n t•SI• ricers' fill.— r• Lv u t/Gtn T 0 • r Zto Nn m (n n U Q ¢ o Z 3 N f Z Q3 j 00 w3 I Q t] C0 i J _ LNUa W isBWtin tuswlwu. c II 8136599197 L- 9/25/ 00 u( N.f. S c By. rJH K. By. Rw oc .o DC 2005 Ao I c, tl O Ln n XIER R I 1 St• } 020 nuN. SKIN 1HK r,al UESCRIPIIUrI Material HINGE JAMS 1 1 /4" I i 2 WOOD I HEAD W OOD 1.1 yIDEUIE BLANK JALIA I l a ; a 9 16 3 14 BUTT HINGE 12CA. .097 MIN STEEL 19 x 1" P. FH WOOD SCREW (HINGE TO FRAME) STEEL f8 x 2 1 2" PHILLIPS FLATHEAD WOOD SCR Si EL 5_ 10 X ?" P. FH. w00D SCREW HINGE TO BUCK) STErE 1/4" JAPCON STEEL 9 1 BUMPER THRESHOLD (1 I/4 "x4 $/8 x5/8" ) ALU611NUM y I COMPRESSION '.vEATHERSTRIP 0-LON ODS-550 D EXTRUDED ASTRACAL IMPERIAL ANH) ALUMINUM 1 9 x I" PHILUPS FLATHEAD WOOD SCREW STEEL 12 I FACE SHEET 24C.A. 020" MIN. GALVANIZED STEEL 3 I TOP RAIL 1 67- x 1 042') WOOD DOOR PANEL BOTTOM RAIL t.73"x 1 21 x.021 " STEEL IS DOOR HINCE WOOD SIDE Si1LE 1.67' x t.065 woof" SA DOOR LATCH LVL SIDE STILE 1.67" x 1.065" 1 1ASTRAGAL THROW BOLT o.3t- x 19.25 L. STEEL 17 8 x 112 L. TYPE "AB" PANHEAO SMS STEEL Ig 8- 6 X t PHILUPS FLATHEAD WOOD SCREW STEEL 19 KwIKS it rnr S RI 5 K' 20 KwIKSET TITAN SERIES DEADBOLT LArCH SCREWS SEE LOCK INSTRUCTIONS MASONRY WALL CONC. 3 2x WOOD BUCK WOOD 24 EXPANDED POLYSTYRENE DYLITE 1.0 TO 1.25 LBL 25 1 4" MAX. SHIMS WOOD 25 WOOD LOCK REINFORCEMENT WOOD 27 LITE FRAME OOL POLYPROPYLENE 28 t 2 INSULATED TEMPERED CLASS CLASS 29 LATCH JAMB 11 1 4' x 4 1 12" WOOD 30 118 x 1 112" TEN SCREW (LITE FRAME) STEEL st LITE FRAME BY TRINITY FOR 1 2- CLASS 32 1 /2- INSULATED TEMP. CLASS BY TRINITY 33 LITE FRAME BY TRINITY FOR I" CLASS sa I" INSULATED rEMP CLASS BY TRINITY SS LITE FRAME SCREW 16 X 1 1 2" PANHEAD Jr, SILICONE CAULK_(CR LAWRENCE 33C) SILICONE t7 GLAZING COMPOUND SILICONE 38_(CAULK ti Q O Z to r. 01 r. U C 0 p Z 0N Lu U CO1` 5 C) o p^ln LU m Ud i`' UD„1,Dv,C IC' sVuVA.T%. wC BIS fi59.919 WE 125/UO Jau. GZ-- iZ t1.IZ r'% LCIC(t1.C.c J6if f/C?,,: Ln 1 r r i Ir1AC rN'E - \ r/' __., r /CTWE III I i %', / :. IS . F - 7e v J5 OSEE ,n7tE / z I SHT 3 12 a _NffQ AS,-R.ACAL RE; INER BOLTS (2) rOrAL, (I) 90" L. 2ALUM. RET.AI-Vlti SLIDE i9 DIA P TOP & (1) . 31" 9. 0" L 312" DIA A BOTTOM (3) 1 0" 5" OS65" HORIZONTAL CROSS SECTION AT ASTRAGAL e O N U U ¢ LL o c t5 z 1 23 3 1 :j0 1NC) Lu a 15" MIN. COUNTERSINK Tum HORIZONTALCROSSSECTION3HINGEJAMBTOBUI pb in N p dW 7 =0 pmy ¢ U 25" MAX. SHIM — 1 j N]a O 15" MIN• n 1 15" MIN. __ E1•IB EMB. t 19 40TEi. - . 25" MAX. SHIM SaD. ExiERIOR I -CrNC FOR ITEM 18 '10 + 1" PFH SCREW ARACHINC Tiff InPCR1AL .ASTRAGAL SEE NOTE TO UIC INACTIVE DOOR IS AS FOLLOWS' FROM THE TOP DOWN .+. BOTTOM UP: 27 3 SrrT 3 28 12 i D'. 2.5"• 0.0". 5.5". 13 0". 18 0" 26 0' 2 SPACING FOR 18 1 112' PLASCREW AIfACtfINC THE ODL LITE FRAME IS .5 FOLLOWS; TOP R0F10M. (2)SCREWS 30" IN FROM CAC'' ifORIZOrNAL CORNLR FROM THE for' Or I1fE FRAME DOWN ON DIE SIDES. 3.0 rJ.O". / Tao', fit 0" ,'r r> ; n- \\ 3 NttFri ATTACHING DiF. SIR'r PLAfF r0 TliF .IAtJB •tJO BUCK USE .98 - 2 I/2" prrr :VOOD SCREW wtrrl ;JfaC!Irt(. fit- ;fLIKE PLAIF 10 ME JAMB 'I:D CUTE .IAMB At III[ MUL! 1011 USE ,{ 2" PFH' 1-100D SCREW F uIC FOR #3 : Fr,t r.'UOf fCi>EK AITAC nraf ir!E MulL1Uit" fU^.FNrtR i5 -IS FOLLDAS. 6 D"'E:,CN VERTICAL CORHEP, rrftH (S) ::ORF F110P.Ir10,' m 1 Y SPACED. 0 '7) `:Ci?rWS `[P FACHI VEftDC.•+L MULLION_ Y `' \ I ` L/ i r:r[ri AIIACII!NG D!!' HIN^F r0 Lf!E .,.A&IB AND RuCr UCF IrE:! PfH •- yauninin iirin unuilS , s:000 SCREv:. Y:uErr .:ri ::uNG i1tE .vNCE IU IttE JA.r[! .vrD .`;IUC:Ir; ^t:,MB .1t I '• nULLION USE 1:0 . I P it WOOD SCfrEvl i •'E^ 5{>•\CINC. FOP CFt.I e !F it; i r/2• P.wH(AO ::CRr'. :•C'Ir!'? IN fliF :y w • \': r:r^ 1111 11' F!.:.;,;E I A` i N' r r.F • % -- `\-----'- L fih"> fl:flpl [it I. 1,0,,7rt Tut •;HC~SIUiS I , T9i r•I 56."•b". i.,`.- ,: ,.. S: (' `.' f (J.:D ._ r. Ji`" ANT, 7 -Ir • .mll.! r.. efr ; PICiII it) IFI•! (2' `..!.P":. Ai I:•" . (, ! /r 'II: fCIt,IIr JAmff r0 it ir Z UP • I/ l eu,rrc bt1 559- 0197 m_L 9/25/00 c..c ¢• TJHI UCNID-' N u') 5 MIN Erna 5' Mw RSIW T- 1A1,1W Pd- LEL C'iD LLI ao LL) I.) Q SIEENNOTE 15" A19,11 C COL)WER31m, ED DI L J LQR 110,*_J,AL CROSS SE--,':OfI fr 0"on I 5N, ODL L 5 FOR LIFE o"! INIEPICI 7, YITP,Pl v jL11- WrIP I 4-'s) II 'J: I; 17 AL-1 twd— z SEE [t Tin. SIfEET 5 D.ttL S.1EEf 5 S' s TY? o SEE DETAIL H SHEET 6 _ n O. 0' A h O [ fYP.11 I I I tYP. I I— S S __ 31-- SEE DETAIL K Srif. P LC.-Q94R ANCHORINC LOCAnONS Q`7.11L K ill.: 1FN. rf?:Kr !'IAIE 6 - 3 I I I TYPO- F- I o r(p. SEE DETAIL III - AWE SHT. 3 SEE DETAIL C SHEET 5 r b o Typ tCO I I I O}", 1 7 TYq 1 1 7 4.5" !- I- a.5" SINGLE DOOR WISIDELITFS AN HORIN'T. k Cxnr• v- D FUR COD$ COMPLIANC= KEEP THIS PLAN CN 105 APR 0 7 2003 Buildin; ton nd rctrlac, FL. U J Emmrne• Si . Rear r lkense No. f.il I Ilrjr&- U JAMRS DVOG SEE NMI' 'i ',ril I T L 0 a Z rn n U Q cc o Z ON Z of LU oQoN° lL - 2 i C, U a 913 6S9 9197 WE 9/25/00 ur[ N.1.5. M+L Br. fJH On.M..c nn YfCr t[ nc2oos i 1,11.1 . _M it L / SEE DETAIL 'T' SHEET 5 I 3 -- l h 1 N tr 19 2I T n o- 5 1 5- _— 3" o- 3 3 _ IiT' I 1 1 I I 5 TYP. I I I I I I I O TYR O fYP. TYP. SEE DETAIL L SEE NOTE SHEET 5 5 SHT. 3 O O TYR L ^ o- TYP DETAIL SHT. 5 OI LEE 7 rrP I I 5.. I 5- SEE DETAIL is.. h SHT 5 UOODLE DOOR WISP D ITT' AN HOPING LOCATIONS tll VIAL (1t1ntL1. `!-u r I •+IF•. lu mt f l+i:.l r,•, Ilr.;r.AI SEE DETAIL C SHEET 5 T^ e 1 5 I m SEE nP. DETAIL J SHT. 5 O - TYP. 1 vi nhN P - n 1 I O TYR I SEE DETAIL C SHEET 5 OK r-za ( I N t 1n 10SiNCLE DOOR .LNCIiDR1IJGnL uK WREvIF o Mpi,I N14CIE scE - 01 C01)ETNpot, CN lOg i q 2003 ppR0on Iv • lax., Fl. J SEE HOPE Zon1 1 s SHI J guildinB rr rlr)ti '.n: .1 ..•.Z_ 1211._\. x F CcO N to 11. rnrnU < p Zc W 0 o oQ p ^ O r) w.-== cr, U Il OIr'. Ull wars. u+C 81 S 6S4 9197 R / 25/D1 u[ ri rr; — r • i.111 o.• rt:v Ln CLA[INC OCAIL I/2" t=mPLNED CLAS_t ODL LITE FRAA:E lt') WiN.It , FE"PEP.EG CLASS up SPACE L t \ I/3" tEAIPERED CLASS li rT Rlt =CL 2: 35 I t.(15EE NOTE i 2 SI/T. 3 z FXI RIOR = n reL CLa2ufG OETafI I _ INSWTEG iEAIFERED CLASS iRINfIY LITE FRAME INTERIOR + 0.5" Cl -SS 3+TE 36 N 36 erg. 32 I/8" TExIPERED CLASS 1/4' AIR SPACE I/E" TEAIPCRED CLASS 36 I 35 SEE NOTE 6 SHT. 3 0 5" CLASS BITE - — 36 SS ` 75" STEEL -urEPCEn: PRI 36 CLASS i rS4'lATEDiMrGR Ln`-`- 'I C -- __-- _— :/2" AIh• SPACE I F.cni'r UTE fkAAI[ , I f:-•I -- n_I•IQR I /' __ I ,,(` AiLr - I •i 3 z N n ton 0, 01 n 27 e 1/2" CLASS LITE FRAME I W (} co ODL O^ HP POLYPROPYLENE a N +i MERuOFIL-PS-301`110391) LU 1.5625- J c" o= 1.544' z N QUO U^ 1 IO jpO aN p zQ; uW, uJ N I/2' CLASS LITE FRAM E I h p Ji! ccI TRINITY v+j3 c' LUPOr Eu 5002) 1 0 a 0 3s f I" E_NE FRaAIEFRa.IE I` fRIUIfY LUPOr Cu 5007) 2 rl/VBunDrNl; OnSUIi NTS, i. . B 13.559.9 +97 wrt: /?5/00 sc c pj. Ln 375" —) ASTRAGAL HAS 1) 90 L.- .312" DIA. BOLT ® TOP k 1) 9 0" L. r .512" DIA. BOLT 0 BOTTOM r 912" 10 MPFRIAI ASTRA A EXTRUDED ALUMINUM .075 WAji IL 1 J_ 0 TI 9 525" COMPRE 5SInN W ATH RSRTIP Q-LON SDS 6SDS6sD f if 875" -I C DiA VARIES WILOCK USED O9' QLZTSWING B MPFA r TH.RFSHoin ' LQW PROFIiF 050" EXTRUDED ALUMINUM O O 0 LI O 1 — 097- O4=_ 4 S EL DOOR HINGE 097 THK. STEEL BY HAGER I :im FFan. n ZLDN rn rn U Q C o Z Oa co =Z m 3 0? p^'n w = _ C')Ua D WdwWUp Z Z J aL j 0 p W Drab O 0 0- 0 a IS J.VL LATCH STILE rIm 25" r N JLQORST APSTEAPSofrou 1nN. IT_Zcc3. vv bll o,r. b4uUwrn S, mG BU 659 A197 Pas _ e. fJtr x Rw DC20OG i h rs f: OFFICE 13'4 I I---- --- I — -- _T i FLOUR. LIGHT ' C° % iv N ^ I tar- 3 I Now J FLOUR. LIGHT I I I I LO ; CO _ N GARAGE i 301 sq ft ; ELEC- DOOR OPENER 12' 11568 13'4 FLOOR PLAN SCALE 114"=1'-0- N N SIDE ELEVATION SIDE ELEVATION ROC)f= PIT(`W A -I ) REAR ELEVATION FRONT ELEVATION NOTE: ALL ELEVATIONS ARE SCALED AT 1/8" = V-0- I NOTE:ALL DOORS ARE SHOWN IN OPEN POSITION (IN I ELEVATIONS). 7wzs 1 I U4l b added Ta i A# 4k11a ?cc` `T PERMIT # FOUNDATION DESIGN EASED ON 2000 P.S.F_ MINIMUM ALLOWA3LE BEARING RESSURE. SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEER FOR REVIEW PRIOR TO FOUNDATION POUR. i ALL CONCETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301- AND SHOP I DRAWINGS WITH A.C.I. 315 SHOPDRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" `_X. AGGREGATE mmummmmomm s I I cOfaTES I ,s 00—L ifi a WO TIE SEAM FILL 1 0 I CE.I SOLID a TAP z I I I r I I I 1 'I • I ' i IDICA'ES IEvwtp CORC. i / 1 I REFI i5t1 FiG. VA1 s5EEAGCONT . ASStWE I EER'G _C/A PSF GARAGE I i 301 sq ft i r I r I SLOPE DONE+ t/E' PE0. i i i I I I I I iiI ' I i i I I w CO•{ ;SEOBT RV1EW F. RGE,, 6 1kv1061wRoaE- TREATSDII1I FILL ! 1 SCALE: 118" = V-0" FOUNDATION PLAN REINFORCING STEEL; ASM A615, GRADE 60. EXCEPT STIRRUPS AND TIES MAT BE GRADE 40- STRUCTURAL DESIGN IS BASED ON AN ENCLOSED -STRUCTURE. WINDOWS SHALL BE COVERED WITH STORH SHUTTERS OR PLYWOOD FOR HURRICANE CONDITIONS TO PREVENT PROJECTILE PENETRATION. u. DESIGN LOADS: F rOQ,l4/4 gvl si .- Zoe3 -- E.D. ROOF LIVE LOAD: 20 P.S.F. j WIND LOADS: IN ACCORDANCE W/ ZOQ4..EDITION FOR j 1tC7MPH REGION REFERENCEING ASCE-7 INTERIOR PARTITIONS: 5 P.S.F. PERPE(DICULAR TO WALL FACE. RE - ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR 'APPROVAL PRIOR TO FABRICATION. 6. LUMBER GRADES SHALL BE: A. HEADERS, COLUMNS, BEAMS 02 S.Y.P- OVERBUILT FRAMING FB-1500 PSI S. WALLS, BLOCKING, MISC. 02 SPF L. SILL PLATES IS.Y.P- P.T. ALL MAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE D1. CHECK ALL DIMENSIONS WI7H FLOOR PLAN BEFORE POURING FOUNDATION ri. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10- EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC- PARTS OVERHEAD DOORS, ROOFING WATER PROOFING, WALL WATERPROOFING WHICH ARE I DESIGNEDBY OTHERS CONCRETE FLOOR SLAB IS EXPECTED TO -DEVELOP SHRINKAGE CRACKS CONCRETE MASONRY: ASM C-40, WITH 28 DAY PRISM STRENGTH OF 2000 i P. S.I. MIN- WITH TYPE M OR S MORTAR. MASONRY PRECAST LINTELS SHALT, iaE PROVIDED ABOVE ALL OPENINGS. ALL MASONRY WORK SHALL BE ?;V ACCORDANCE W/ A-C-I. 530 AND A.C.I. 531. PROVIDE MASONRY CLEANOUTS ALL FILLED CELL LOCATIONS. Plan For. GRADY ROBERSON RICHARDSON ENGINEERING' Address: 1413 LOCUST AVE. SANFORi) 131 ZelmaSt. ORLANrDO, FL 32803 1 Date: 12-22-96 !scale: NOTED 40T) 425- 4002 Fag GARAGE 301 sq ft 1 i I , I 1 I I I C , 1 :fl 1 % 1 i I I 1 i IIiIII 1 1 1 111 i I III i II 1 i I 1I I 1 I i 11 1 i i 1 I I 1 1 1 1 I I I II I i I I i I I I 1 i I I ' I I I 1 I 1 11568 1 , i ROOF FRAMING PLAN SCALE 1/4"=1'-0" v U- 0 0 0— I U u> iY 0 W = C-4 W N co 1 1 W U W J I cl- I— K'I' CONT. 112.4 AAA gNrP-D GD jbWaI7 w f cl 8d N1.1 c.s (0%4 @ 5 Pfor T Aa tEL 2 -4 P "C 2 9 k e ad•r1 L5 e 4 24` oc. Aia'A NF-A-1 Qj Tall P9 PtYc xOD --' Vt AILS G 4.,i N>L E s Nils6 "o.c. 2yrc. 2z4 E*A U r Po R:Tr— @ ?-4" 4' I (r L"o1LaD lCx • MP NW( I w 92°A A3 1LL_Fp K_jQX r Pitt7G' 8c3 I/Z1 '5'(P sip 811 u,, Fz:')0opcooI'l FLp S RC RO tdu vet AR\c %aa k`+/463 l; lSo = Z.3Ss: r r.'6 twea aNAILSq tti1 lvJtt SIMPSor.! i iZ - 2 r - LD T 5/ 8' GF1 E'tT I W COATWY I 8' cmI El i 5 BAR IN FELLED CE]! AS F-1QD N f-M 1 FILJ _xD' Q•IOO ''T 5LOCK UV a 5 BAR CCNT. { T' TEE RICHARDSON ENGINEERING --,; 131 Zelma St. ORLANDO, FL 32803 t 4a7) 425. 4002 5 bar in filled call a req`r In plan I EGZ - i xQ' 5 dowel lu/ 25" lap x 6 810 litre ," mh eoprox grade 1 I it 1 / I ciaan cL-n ac:ed---/ II _ ternit.e treated flit 5 Cont. I > SOT 6' ACI wo floolc FTC. SAC i f 0NI 3 SPECIALTY ENGINEER FOR PRE-ENGINEERED HOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER AND SIGNED AND SEALED SHOP DRWINGS iItCLJDII:G CLLCUTATIONS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPR VAL ?. IOR TO FABRICATION OR ERECTION- _3_--!:G=NEERED ROOD TRUS_-S SHALL BE DESIGNED IN CONFORMANCE E.0 , LATEST EDc,IGN_ 2. S50? DRAWING-- SHALL INCLUDE T:lt'OP--4.RY BRACIN'. FOR ERECTION -ND AND ?Eti.:..NENT BRACING AS MQUIRED BY SPEC'P.LIv-\G_NE-R. DESICN C:I:tAIA T?I c -iVL LOAD - ZE. a 73T _ TC DLXD LOAD - 17. E ?Sr sC :)LLD LOAD - 1E. E ?ST TOTAL - 41.2?3T --- TRUSS NOTES. DDR. rAc-. oR 1. 33 s DACIRc 24.e- oc shall be designed by a Florida registered engineer experienced In uts Ce sign. Provide Shop Drt.iogS to Architect for approval prior to f ebrt cition. Shop Drawings shall bear the seal of the Engineer. Trutt fabricator shall prepare a-franing layout- indicating the lceation of the it uttcs, bear ings, [ruts spacing, pi lch, bracing loco t icn and other nf er-aat ion deem eC Dertinent. Ar eAl:eet rill prow lde to .'e,rl ca tor, upon re G uttt, one ( 11 reverse copy sepia for this use. Fabrlutor shall submit rtnf ng layout- to Archittct for approval prior to fabrication_ Upon Ippres al, fabricator shall provide copies to Contractor and Truss Erecter Ier held use. Contractor shall be rtsponsiblt for proper truss handling and.proper tan- porary and erection'bracing. t. Per_-arlent bracing as Indicated on Orxrings shall be nin Icon 2 x a dimenifon lurber with 2 - lbd nails I. each truss, unless indicated otherwl I, ACdi ttonal bracing as reau lred.or reeannended by Truss Designer or fab- ricator shall be included and ant tat led. S. iru a fabr Ica for shall' Oc rtiDOnslblc to coordinate, lna[c all ;rug: dlmcnxionsith fit conCf Boni -prior to lebrfcaticA. Notify Architect to wring if any adJus imenls to Droving dicensions are rtcmrnended or required- E. Prov,dc hurricane anchors per governing code ind regulations, a J as Indt- Uttd on Drawings. sN Ca. T IIING IwE& ug.arn L— -- - -- TIMIIOU] LATERAL CE (CS) AEOWRED DT _ i2X4 T.S. Claw" iAsAEOUIR(D n UAT/RAYING LAM W1 E-aeD NAIL& AT EACH TRUE&. cv 1Y4 DIAGONAL & RACE (DO) IT TY/. AT EACH END WALL AND AT 10'-0. YAY1UUti' CC"'. TOT YOU SRACE (go) INTER. al. ALONG t j' a wT AEOUTAED &T TAUEe LATERAL &RACE CET:7 L A• 1COUTACO IN CEILING 1:U t\p rllw Yla: O FLAN. DA 10 w x 6 '10 Wire Meek o -X X - lean C,OtflDdGtBCI' f termite treated F;II 5 re -Dar cont. i 8' 0 C LAP SPLICE oLGONT FTG- T. ates r SrgXl+ WOOD SCLEs. iS I f NO F*"i3T6AIC•¢S ZF-0' O e- BG'rr, e_ NAlO,.I QIf J w l-L, z:7T --- — — — — — — — — Et_EVAT 10N,1 l Vo T14'LAI i'2. E. cssr . arE ABps ./ xJ DOJ iAL P.r. OD cvcc C"• T•nIn ILA 4. IZ" a- C.7AIrn af, E...,.. v4 AW nI,+Ue tilu;pJ r Slts s C.TIOhI T4VQv W ; rJ p01-7r-eA.-E 2. C_ht li v.tP L l_ P N OF SpNFpR ls.. i cowmes BARS tlY 24' LAP I G'AI' aER DAR9 6t- I41L it DE Q4l1E DIZ:E a !] fYIA9FCGFZEPF f 1 I u , PLAN DETAIL GOrZNEr BAIL LAP SPLICE ' @ CONT FT j 1vA/4 /,/y SC h Epf L-E 1 N f 4S e NOC. a1 EDGES Df t Z'IR/A . lA7YO [•p P[y..cY SJ Na r-s G•'"o_C Q i r-SVPPc.rrQ i r-SVPPc.rr- AND 6.4CLt- arc.3 ar' roS P9+6L EGGGS oL Sh`Eif7'Ng 7 Fx: E.PJ02 AlOOD 4_"ifPA1, e'.srLeo C-.O rcy ooc ri/$.! ..rLS e /L ',c Al-r60 t At G,s P / Ni.S trA,'DcTS POOP nlC, RICHARDSON !^NGiNEERING 131 Zelrla St- ORL,Ar NTDO, `F1, 32803 4/I ) 4ZJ"VQZ I QUALITY PRECAST COMPANY STRONG" ON SERVICE P.O. Box II - BRANDON, FORIDA 33509-0011 813) 685-5615 ORLANDO (407) 877-1000 FAX: (813) 653-3240 LAKE HELEN (904) 228-2112 PINELLAS (813) 821-6227 DISTRIBUTORS FOR: LOTT'S CONCRETE PRODUCTS, INC. P.O. Box 771255 WINTER, GARDEN, FLORIDA 34777-1255 LFnoo DETAIL "Al LAKELAND (94I) L25-3070 EASTERN POLK COUNTRY (94I) 421-2019 WEKIWA CONCRETE PRODUCTS P.O. Box 279 ZELLWOOD, FLORIDA 52798 PRECAST LINTEL (811 X811, FILLED AND UNFILLED) TOTAL ALLOWABLE SUPERIMPOSED LOAD - POUNDS PER LINEAR FOOT j ARK No. NOMINA CLEAR SPAN I OTAL LINTEL SIZE No FILL NO STEEL rILLED I)#5 A ILLED 2)#5 B L-2 L-3 L-4 L-5 L-6 L-7 L-B L-9 L-10 L-11 L-12 L-13 L-15 L-16 P.S. L-17 P.S. L-18 P.S. L-19 P.S. L-20 (P.S.) L-21 (P.S.) L-22 (P.S.) 212" 2' 8' 3' 2, 4' 0' 41611 5'2' 612" 7' 0" 810. 91211 10,01, 11? 12;8„ : 13 4 14'0' 16'0" 1 18'0' 1 1818' 20'8' 122'8' 3'6' 4' 0" 4' 6" 5' 4' 5' 10' 6'6' 7'6. 8141 9'4" 10'6' I IV' 12' 6' i 14 13; p148 15'4' 174" 19'4' 20,03 21W' 24-0' I7845 4 I w 523 I NOTE: (P.S.) REPRESENT PRECAST UNTELS PRESTRESSED USING 2) 7/16" DIAMETER PRESTRESSING STRANDS. S REVIEWEDI1pAAOFSpi•QR TERSTER FILE THIS DU* 1 --- DO MAS 10 IN RICHARDSON 1r7-.NGINEERING 131 ZELMA STREET ORLANDO FLORIIDA SM 407) 425 - 4002 UC# 00012380 IOC EEB 2Ml FR(MECT: GQ{t,9 RofaFq CLIENT: N JOd#: DATE: '. ['„ 04 SHEET 4..OF 4 DRAWN BY: MR