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HomeMy WebLinkAbout120 Larkwood Dr (8)Permit # : �✓ Job Address: /,M—yF/CulUr�c/ Description of Work: - e r7 I aC e Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: 0 Srz.nJroi-�Q, F� - Value of Work: $ WuA=, Permit Type: Building _K_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 371— I E/ — -30 5 (` E C J Q 0 — 0 0 9S Owners Name & Address: ZI AZA 4- P SL..1=vim _ 4:;7 -- yContractor Name &Address: (Attach Proof of Ownership & Legal Description) Iy L u lcu� 0(3 C� Phone: L17 3;22 _5'y21/ Phone & Fax: �nta�C. t Pie,;'son: ` R i 1 & Phone: Bonding Company: ' 1 U11 Address: Mortgage Lender: - OU 0 8 Address: Architect/Engineer: j� q Phone: Address: , 1 - 1 & :�� � r, � Fax,' Application is hereby made to obtain a permit to do the work and insta anis:as indicated. lI c��fy. 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 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 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 / Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name naturgre'f _ ettcary-St ' 101" Date Signature of Notary -State of Florida Date MY COMMISSION # DO 285622 * EXPIRES, March 23, 2008 s, °e Bonded Thai Budget Notary Services Owner/Agt i � Personally Known to Me o,` i ` Contractor/Agent is Personally Known to Me or /`Produced ID L L 22, 4 o� 3 't Z—Cg'J Produced ID APPLICATION APPROVED BY: Bldg.(/ l / 1110yZoning: 6(Initi la & DDate) (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) A r) ©G 10" u. k*-M,4K Zcer,.';, 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 sale 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 1 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 I 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, !? v rycc ld E, (-Y 55 �e , do hereby state that I am qualified and capable of performing the requested construction 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. Owner/Builder Signature Date Print Owner/Builder Name 9g, 1411 " 1D n ture of Notary to of Florida Date ap\pRY• PUe C JO ANN M. JOHNSON * MY COMMISSION # DD 285622 EXPIRES: March 23, 2008 F o� Bonded Thru Budget Notary Services Owner is Personal Known to Me or has Produced ID Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL t Back Q �► t, m i mV 5cmintac Ctwnty %*oprrt v �'Prtitrcr irVKes y r I Int K. kirsl Vit. � Sanford H.'42771 4f1 ^-hn�-7 Sllb l 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-518-OB00-0080 Tax District: S1-SANFORD Number of Buildings: 1 TRESSLER RONALD E & 00- Depreciated Bldg Value: $83,022 Exem Owner: BARBARA 0 ptions: HOMESTEAD Depreciated EXFT Value: $730 Address: 120 LARKWOOD DR Land Value (Market): $25,500 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 120 LARKWOOD DR SANFORD 32771 Just/Market Value: $109,252 Subdivision Name: IDYLLWILDE OF LOCH ARBOR SEC 4 Assessed Value (SOH): $85,468 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $60,468 2004 VALUE SUMMARY SALES Tax Value(without SOH): $1,743 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $1,207 WARRANTY DEED 09/1979 01243 0802 $58,000 Improved Save Our Homes (SOH) Savings: $536 WARRANTY DEED 10/1978 01192 0859 551,000 Improved 2004 Taxable Value: $58,874 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION PLAT LAND LEG LOT 8 BLK B IDYLLWILDE OF LOCH ARBOR Land Assess Method Frontage Depth Land Units Unit Price Land Value SEC 4 LOT 0 0 1.000 25,500.00 $25,500 PB 16 PG 100 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1972 6 1,638 2,280 1,638 CONC BLOCK S83,022 $97,386 Appendage / Sgft OPEN PORCH FINISHED / 48 Appendage / Sgft GARAGE FINISHED / 594 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CARPET 1990 162 $730 $1,458 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. "' If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www. scpafl. org/pls/web/re_web. seminole_county_title?parcel=34193 O518OB 00008... 10/13/2004 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of Seminole 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. ki. Description of property: (legal LEr LaT 2. General description of improvement: 3. Owner information a. Name and address ILunlc property and street address if available) / -Z)yGL W// -*V' L FA b. Interest in property UW,t! E, t ,Cc. Name and address of fee simple titleholder (if other than Owner) Ny^>>= nrnurrnmrrurrrdwn�urriruv<ratun® 4. Contractor a. Name and address F b. Phone number Fax n GM Mc;47A Or, pAnn 5. Surety CLERK'S it 2004156724 a. Name and address RECDRDED 10/An /P00A01.," 12 Pmt RECDRDINB FEES 10.00 b. Phone number Fax nuDED BY t holden c. Amount of bond 6. Lender a. Name and address b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number 8. In addition to himself or herself, Owner designates Fax number 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 of recording unless a different date is specified) Signature of Owner Sm to (or affirmed) apd subscribed before me this day of )l" X10 }� 120 by M Q aIn nTr Personally Known OR Produced Type of Identification Produced ?mac t7 THIS INSTRUMENT PREPARED BY: V -111— NAME gnature of+ x,w. pN MY COUMISSpADDR. CommissionEXPIRES:Mah� erx�na� 4nn-* 7h11 Budyt N*,'", CBRTIFIEO COPY MAYANIE MOML . ROMA Cly ki 4 2W Book5478/Page400 CFN#2004156724 CITY OF SANFORD BUILDING DIVISION OWNERIBUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner 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 1 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 owner 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 walicensed 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, V , do hereby state that I am qualified and capable of performing the requested construction 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. Owner/Builder Signature Date Print Owner/Builder Name Signkure of NV DEBBIE BLANTON MY COMMISSION # DD 188491 Owner is IT II E19RBti9F4art)*2er2bm Produced ID 1 -800 -3 -NOTARY FL Notary Discount Assoc. Co. ENGINEERING PACKAGE BUILDER: PROJECT: MODEL/BUILDING: NEW LOAD: � rffrCARPENTER CONTRACTORS OF AMEPICA, INC. 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 FAX 941 294-7934 PH (800) 959-8806 ( ) j of Sep•24. 1UU4 y:4bAM 14 UL 1)1 r 61103 Page# Hand Label Description Alpine Job# -------------------------------------------------------------- --- 1 cover Sheet z TRUSS INDEX SHEET 3 continuous Lateral Bracing Detail A51 4 cracked web Repair Detail A54 5 O.H. scabs.Field Attached (SBC &FB[) AS5 6 CLB/T-Brace/Scab Brace substitution 64489 g Al 64490 Page t N I oils In A 11 any roun Condition �— 5ttaathinq TD PRI�VI;NT '1'IIiS AHCUORAGS BY BUII.6I11G DESIGNER (other anchorage prouisione for Other types of walls). ,.— sltduWlnu O t= C7 r=3 O O x� . o 0 o tit o � o t� r� r� �ALPINE� o gauss Q � o� Cza =1 t)IAGONAL BRACE; RE:STR_h1'HT il11i'IIII'1 TIIG U1tI'P (3A lx 8)) slaaapliaq At:IGI(j3RhM Dtr RLSTttA1111' 0 (T1 Il(111 8 RAt T NC. E,: . tib The drawing belotl shows how t -n i�e6t1 A11 n : tYle CLt3 iltilen specified on their engineering sheets (drwrg. shoWs EXAMPLE TR.USS.ES as 'fit SCISSORS S?'YT.,E) when til" atdjttcant trtasPes have a 1 � different configuration (FINK shown here.) The 111a��^a r�r HYBCa (,DR.) gmembers ara 21W. a (f:., ) . the ends of which are attached to 'COP & D(]` atj chords_ The diagonal - brace to be attached to one face d+ uleb me+?�b.� E x h"P LE, TRUSSES (SCISSORS STYLL•') oraoa [bybulldlnqs - ____'Gntrisrranlon "Ob-rtloping tuo I Inln sollrl *04 � or vrrtial, or web r.UraLu (alarel ` uar: din bg. racin � - Ia. Ilt.ralry p,.renihrgl wcklPnp- jfi� � CQ,rdnuoul Iulr191 hfrcY rl 2x1 t] or attid grad. Ilnuous laurel tuaclntt. • - 014"anal brace nnllod its Ga ssluaadna w.b - cAllau •---1 . 011110111■ Slda of well prrvants literal n',ov.i(i Jia„ Id Listop - rrulaAl'u d rl�ppro rbnalaly / 1, S .,•—( 20 laoa In ls, gala. lit, Cact, .with 121"11Sd hail• .c arch end to ci.orda ! and to aid. of Web or Illagonal brace aay trayaraacontinuour latrral Urrna. rwre chan 2 t[uauai, drp,rndlnry ' on truce hrlght. Alpine standard drawing 137 shows various types of anchorage ar restraints for continuous lateral br-neing. Amoog thera is a casmwhere the % cb laical Its acing is anchored by a diagonal brace at 45 degrees from a horizontal plane- A 5 degree deviatioa is Structurally acceptable. If Ibc dcviarion is grcat- than 5 duces, a second diagonal bract shall bt providtd such as to melee an 'X"'The. CLH as ,`-ell as both ends of this diagonal bract shall be anchotcd %%ifh 2- 16d common nails FINK _STYIX AWACENT TRUSSES IZ3 OtJ ..tet �Jr� v1210 � �2 Vev►sel e1ti 31zgl61 2-20-70D1 This is a recommendation only. Permanent bracing for all structural elements and anchorage to accomplish the transfer of the loads to other strnchn"al elements of the hnilding to achieve total stnlctural integrity is the responsibility of the building designer per Florida Building Code. OATE 10/06/94 nrM 137 A. j FL --Ertr >r1Lt3— P3 A-, A-- 3 FAILURE, ANCHOR Cornprcc[Ion rxbsa OR RESTRAIN TILL 1)41019 and ■her LATERAL. E1RAL'I11G1 " truckun®, HS$ t-1ET11M SHOWN AT Cuullnmtrs lalaral brrcbtq but s (�o e 0, OR ANOTHER malulslnr sprcinq prmllls.l.rnaal buckling S`PRUCTURALLY SOLIND of all wabtnuntrartat fIM'IIOD SPECIFIED BY .!he Sema Iona. PROVESSIONAL ENGINEER -- a.arinp lar atoll" OR ARCHITECT. AHCUORAGS BY BUII.6I11G DESIGNER (other anchorage prouisione for Other types of walls). ,.— sltduWlnu O t= C7 r=3 O O x� . o 0 o tit o � o t� r� r� �ALPINE� o gauss Q � o� Cza =1 t)IAGONAL BRACE; RE:STR_h1'HT il11i'IIII'1 TIIG U1tI'P (3A lx 8)) slaaapliaq At:IGI(j3RhM Dtr RLSTttA1111' 0 (T1 Il(111 8 RAt T NC. E,: . tib The drawing belotl shows how t -n i�e6t1 A11 n : tYle CLt3 iltilen specified on their engineering sheets (drwrg. shoWs EXAMPLE TR.USS.ES as 'fit SCISSORS S?'YT.,E) when til" atdjttcant trtasPes have a 1 � different configuration (FINK shown here.) The 111a��^a r�r HYBCa (,DR.) gmembers ara 21W. a (f:., ) . the ends of which are attached to 'COP & D(]` atj chords_ The diagonal - brace to be attached to one face d+ uleb me+?�b.� E x h"P LE, TRUSSES (SCISSORS STYLL•') oraoa [bybulldlnqs - ____'Gntrisrranlon "Ob-rtloping tuo I Inln sollrl *04 � or vrrtial, or web r.UraLu (alarel ` uar: din bg. racin � - Ia. Ilt.ralry p,.renihrgl wcklPnp- jfi� � CQ,rdnuoul Iulr191 hfrcY rl 2x1 t] or attid grad. Ilnuous laurel tuaclntt. • - 014"anal brace nnllod its Ga ssluaadna w.b - cAllau •---1 . 011110111■ Slda of well prrvants literal n',ov.i(i Jia„ Id Listop - rrulaAl'u d rl�ppro rbnalaly / 1, S .,•—( 20 laoa In ls, gala. lit, Cact, .with 121"11Sd hail• .c arch end to ci.orda ! and to aid. of Web or Illagonal brace aay trayaraacontinuour latrral Urrna. rwre chan 2 t[uauai, drp,rndlnry ' on truce hrlght. Alpine standard drawing 137 shows various types of anchorage ar restraints for continuous lateral br-neing. Amoog thera is a casmwhere the % cb laical Its acing is anchored by a diagonal brace at 45 degrees from a horizontal plane- A 5 degree deviatioa is Structurally acceptable. If Ibc dcviarion is grcat- than 5 duces, a second diagonal bract shall bt providtd such as to melee an 'X"'The. CLH as ,`-ell as both ends of this diagonal bract shall be anchotcd %%ifh 2- 16d common nails FINK _STYIX AWACENT TRUSSES IZ3 OtJ ..tet �Jr� v1210 � �2 Vev►sel e1ti 31zgl61 2-20-70D1 This is a recommendation only. Permanent bracing for all structural elements and anchorage to accomplish the transfer of the loads to other strnchn"al elements of the hnilding to achieve total stnlctural integrity is the responsibility of the building designer per Florida Building Code. OATE 10/06/94 nrM 137 A. j FL --Ertr >r1Lt3— P3 A-, A-- 3 .Intr�C;,`aci:ecl deli Reyait~ rletall H -1-1 11S ORA1Alll••IG SPF -:01F r_s 1iEPa:1i-►s F011 A -muss ►ri1111 ��Fi:;r;l:r_n ►nr�ns. ' 111AAH11-Ir: Trus 11ESTG1-I IS vALTn nVIL FnFI A sTCIGI_E Pl_,+1 Thus__ ►I1TI1 DAI1AISEn 1tE13S [IF 2X!ST:7f= .A11n -3 S0. Pf IC= 6RA.(lL A mAxhimi ff 1 CRACK PFO WEB 4-1f)2 CI-IACICEO WEDS PEH TRUSS ARE ALLDWED. C111,11ACT THE THUM HANUFACTUDE-H FOR REPAIRS 'I11AT [it) NOt CO( PLY WITtI THIS DETAIL- . _ 1 (Q) DAMAGED AREA, I] 1111,1, to 12" t]AX. LENGTH OF CRACI Im WEB. ISI JJ121 r-2(K'9�S11---(P�THE �;C 3 S_ A9S_ H11,111411l LENGTH nF SCAB 141.-191 ( fl I [ n �ENGTH nF DANAGED AREA (8) , 141NTHU14 DF 94 OW 13[17 I ST15E$ OF. TI -IL nAt4AGED AREA _ nr 2_ eOY.DF THE DFITGTPIAL �1EET LCblGTII ATTACH DMF SGAlT TD EACtI FAU OF THE VlEB WITH A DOABLE ITCT1� nI- 1.Qd CD141fnN .WTDP- MAILS ST'AL'ED 4a D.C. 9TArGEAEP_ REFER TD NAIL SPACING' DETAIL Fnn ALTDITIDIIAI_ WAIL SPACIhiG-Tl?1FDRf4ATIQ11,' HnTE: FIELD (REPAIRS 11U51 COMPLY WITH ALPINE DEtiIGHS 010 SPECIFTCATIONG. 1 R2 THE REPAIR SPECIFIED ON DRMN1116 nAAY DE APPLIED To VF_FiiIGAL ANDIAGONAL WEBS. THE DE AIL (TOES NOT SI RDW A VERTICAL WI.13 O' ONLY To KEEP THE DETAIL'EASIER TO READ - ma NA11_S: f)(1I1BI_E Dn1A• STAGGEREBI 1 w BACK FACE 1— 4- O•E• »I n 4 PAnNT PACE 7YPTGi1 _r l�z• frl— s-1ta- p r1s O i O # U I U t O 1- 4• M.E. NAIL SiRkC NG ❑ETATL- D Cl � O D LJ G7 I R2 Revised UR .3/22/2DO 11111"Pr1RTANT3131,1DT1IQ-Ei1eTrIFEnEO rga[fua TS, Ina. WARN7r1G1N1-5E""w j1ftE"p1lF'C1-F 60.1- tU1T OF AE5r011sla11.E FOII AI+Y 111 tllrint_Ilu,. EHECITIUI AIIOI 0EVT1TUfJ FOlnl TARS IIEU611 of, TIiESE SPECYFtc1:ltails, OO Al1Y OOrc1110_ Sff {110-01 e'1 TP]_. SEE "HIS OES1G0 F1a1.IWE 'fa I11lTlD 111E :n,+s5 311 C+111F"Wac11[E 111 Y1i OSTUa OY YYC. FUa wuTt'T fU+il SPECIE GpUI+-1E:1-1 6+1+.[1116 1111. ALPL1e ca1.>t L -1/1n5 .nE 1"a all anGl GALU. sTCEt 1aC�`.rll16 +sT+l ax"nG+F1"sr 1YY-E55 a"irlF1'+Ut52 y[ll+i L'lEh,. .Yah 1446 t4l B E•I.GEPI TS It0TE0_ OILY ClualEnTOHs T6 E1111 FICE Of fle tN 511111 UE I..ITI.11AI1_Y Ond1 O tl711+,Pnn1En In115s MID fuCr~s uf1lp1b175E LOCATED Olt T1115 f1ESTG11, P05TTAOII 1.•t AT lICI7FL PLYIlCGO y1.rE1YIlA115, 1-gllUtlCllOg1l. [arOiGCVM. 1-50 C-11164 131_ 151 E 1GOA-1- —1114 1111UL.1%•at 1ll[11 r1U:PElu.Y AY11D 1Ea naa1C ['ETL YIW -^ SFE 00111-101111WIlrAnLE 1P.31115111,111' I. ll5 IrE 111, 114 EI1GT11EEA's AO E TEE1111CAL {Y41l TE 11/7/n1l,fu1+ Pa1En ISExi_011 TEI1S OOc1fT11G,APPI.TEn Ta TI.E fi1wwff1T GEPTCIf31 Icnc G 1114( xP1x-1[1Paan._1'1tl111GI, A [T Y G T1+ia 1111 1110.Y, tiln SIII(L ImT BE M -18l 19,im t(1 ABY 6TIIEn a{Y_ I sTcll III nIE Twlss EnEtt"cu cfarltl CI[0. t -TPI e NISS P1lTt; T115fT1111F, Ia,ts-1991 IRTHIIII. t)F5lfill 6FEC1F1� �:��11:fA!1_�9 4o115[ntrTirui Rev 17.2(n TC I_I_ — 1--J I CriA r= Z-7 nA-t BC D(_ — PsF -1:=1 �AkFl I Ef=1Q TOT.Ln � D f� C6 u� I R2 Revised UR .3/22/2DO 11111"Pr1RTANT3131,1DT1IQ-Ei1eTrIFEnEO rga[fua TS, Ina. WARN7r1G1N1-5E""w j1ftE"p1lF'C1-F 60.1- tU1T OF AE5r011sla11.E FOII AI+Y 111 tllrint_Ilu,. EHECITIUI AIIOI 0EVT1TUfJ FOlnl TARS IIEU611 of, TIiESE SPECYFtc1:ltails, OO Al1Y OOrc1110_ Sff {110-01 e'1 TP]_. SEE "HIS OES1G0 F1a1.IWE 'fa I11lTlD 111E :n,+s5 311 C+111F"Wac11[E 111 Y1i OSTUa OY YYC. FUa wuTt'T fU+il SPECIE GpUI+-1E:1-1 6+1+.[1116 1111. ALPL1e ca1.>t L -1/1n5 .nE 1"a all anGl GALU. sTCEt 1aC�`.rll16 +sT+l ax"nG+F1"sr 1YY-E55 a"irlF1'+Ut52 y[ll+i L'lEh,. .Yah 1446 t4l B E•I.GEPI TS It0TE0_ OILY ClualEnTOHs T6 E1111 FICE Of fle tN 511111 UE I..ITI.11AI1_Y Ond1 O tl711+,Pnn1En In115s MID fuCr~s uf1lp1b175E LOCATED Olt T1115 f1ESTG11, P05TTAOII 1.•t AT lICI7FL PLYIlCGO y1.rE1YIlA115, 1-gllUtlCllOg1l. [arOiGCVM. 1-50 C-11164 131_ 151 E 1GOA-1- —1114 1111UL.1%•at 1ll[11 r1U:PElu.Y AY11D 1Ea naa1C ['ETL YIW -^ SFE 00111-101111WIlrAnLE 1P.31115111,111' I. ll5 IrE 111, 114 EI1GT11EEA's AO E TEE1111CAL {Y41l TE 11/7/n1l,fu1+ Pa1En ISExi_011 TEI1S OOc1fT11G,APPI.TEn Ta TI.E fi1wwff1T GEPTCIf31 Icnc G 1114( xP1x-1[1Paan._1'1tl111GI, A [T Y G T1+ia 1111 1110.Y, tiln SIII(L ImT BE M -18l 19,im t(1 ABY 6TIIEn a{Y_ I sTcll III nIE Twlss EnEtt"cu cfarltl CI[0. t -TPI e NISS P1lTt; T115fT1111F, Ia,ts-1991 IRTHIIII. t)F5lfill 6FEC1F1� �:��11:fA!1_�9 4o115[ntrTirui Rev 17.2(n TC I_I_ — PSF. I CriA TC DL - Psr nA-t BC D(_ — PsF DRn BC Ll- TOT.Ln � i PSF MR.M. — h1OT TO St ;_IS_ED liEB D�la2 HC250940 r roan nu acT, ,, TIMSSES dII1l.T I'E.11 1111.5 DETAIL. 65TGHEll TO HE'IISCA 1`1111 THE f(ILLiW1fill: IIP T1) 140 IlPll IIAY 4111111, 30.0 F1 :HEAll IIfT, ASCE 1-911, EIIC. OIi Pfall. f 11 111. CIG• LOCATED ,1OYIIIIElif IH 110Of, CAT It, -EYP AI OR C, Illlln TCOLs5.l1 PSP, 4111411 *ATTACH HIIE SCAR TO FACE OF TRUSS 611TH 0.120'13' GIM HAILS AT 2" O.C,_ STpUfllfn THROIIGIIOtlT TOP CHORO.'.SCAO TO HATCH THE S12E AHO IIATCH OR EXCEEn THE GRADE AS SPECIF1f0 all THE ALP111E PRAW10G.. IIHTE: Fan 130 IIPII OESIGHS, 2nOl AODTTIaPIIL UPLIFT CONNECTION RE0111RED ra NPLIf-f AHOI111T SPECIFIED UH ALPIIIE 1111AI1TlfG. IInTE: 1`011 IAU HP►1 DESIGNS, 3lla# ADDTTiOMAL UPLIFT COIIFlEC7lON DEOIIIQEO Yu uPLTFY AHOONI" SPECIfiEll AW ALPINE O(tA4IT116. ++ ALTERIIATE LOAOTHG; 55 PSF[31.33':DF; 50 P5F@1.25 OF; 37 PSF81_25 OF L :in15 ILIf. PHf-I'altE(1 FCH OCTUIPIITf II IIIPII'1 E IIIIlEif510H51_511d I1Cl"TEO dYCnll 55- C!C"iL PL -C TT1P. Wave TPI -95 neslgtl_ Criteria: TPTLSTOL "`NAUIlTt16�• TRUSSES REQUTRE EtTREIIE CARE IR FInv IC'ATiaR: IIu1D11N6. SUTPf1oG. Iw LUNG 11111 004[146ufFfR TH 11111.91 INIUDAIRB IIISTAAt IU§ ARU Bu ACI1161, PU6LISUER of (PI I1'UUSS PLATE 10511 Nif. S. n-anafula OR_. SUITE Ina, HAa15aU, UI S71191. FOR SIM I` PRACTICES P4166 In PEBfa1111 n6'TIIESE f0RC118NS_ DBMS UYIIERUISE INOILITED• lot Cha00 SHILL RATE PROP(AtX ATIICU(a STRH[T4P♦A f,.AELS. Bayou CUCRa Sa,.A i"1„vE A PR hi Ea LY L-lll-C. 'PIGIa CEILIYG- `-I11PaRTAIA)- fu-UTS4 I Cn PI of TU15 oEttca 10 111E IRSIII.L1110h CauTRACtaR_ 1LPIDE Eu61REEREa raayLICTS• IRC_ SHALL UaT BE RE.SPaaSIBLE fau AhY Afvl/T1nR fRGH TMS OES16U1 •4n E4lLRRF Ta _ Uu1Ls TUE TRUSSES IN EOuf DR01UCE 61111 TPIi 01 f1fll IC1TIRG, 11AUOLIUR, �IIIPf1R6, IRSTLLLIU6 460 AI_ I' T hl E- DRAClui of TRUSSES. 11115 DESIGN COafnBUS UIT11 IPfLICJRIE PRUBISIORS of RBS IWIGUtL DESICU SPECIff I1NO PIIOLISHEO fit TuE AHfR1CLN fu1Fi1 ANN tIPER LSSOCI111NR[ l4a lei. Am II - CIIhaECtaRa ARE HAaE Of 2116♦ 115TH ).655 Ga+a 61/P. STEEL. E%CEPT •S 401111. IPtLI CbLq CTU4S To / EACII fICE AT TBUSS, AND RRLfSS OlUERU1SE IACAlEn ON 1615 DES16H. roslilaR MUECTORS. PfR 09I.UIus 160 1.-1- 111E 5E1.L OR TMS ORAUIO6 111NiC11ES ACCEPTANCE Of POUfE551N11A1. fu"IlEERll16 �i�j1�1C�!Il hle�iP �'fll[llll'•CS,�[iC. HVIIII51D1[111 SUIEIY fill 111E IIIIISS IMPOIIIIIT II[S16N SIIRIRI. lot SufUBIII7y 1110 HSE aE.1R1s flaiuLsCity. FL 33844 i0m'uRERT FOR AUT I'MIC111.19 8RIL01Ufi IS T11f RESPOIiSIflI1.IlT Of 1111 OUILI1106 dI5l6UIO, PIO FI.Vu6fjCeH:ofAuthatianfiaal1S61 /NSI/TPI 1-1985 SECT 144 2. QTY:1 - - TC LL 30.0 PSF R081- 0 TC CIL 7.0 PSF -REF NATE 11106/01. Fy r3c nl_ 1n.n PSI- _p[ 4I II�lI5n001 01310276 'w HC L.i_ 0.O PSF �IC-EFlG O1'!_C F TOT. LII. -1--1-41 -a PSF_ SEQtI - 24952 G P118 . FRr„ 1 .•33 - SPAC I FIf 24 A" _ _ 1�� ��- CLB WEB BRACE SUBS`T'ITUTION T -BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L—BRACING: BRACING METHOD IS DESIRED.T-BRACE .APPLY TO EITHER SIDE OF WEB OR NARROW FACE L -BRACE ATTACH WITH 16d NAILS AT 6" O.C. �/�% ,� BRACE IS A MINIMUM 80% OF WEB NOTES: MEMBER LENGTH I I A Xl; THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. T -BRACE L -BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2.ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW -2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB, NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d OR .128"x3" GUN SCAB NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DRAWING REPLACES DRAWING 579,640 41 7 ..WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING TC LL PSF REF CLB SUBST' AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP[ (TRUSS •" . TC DL PSF DATE 02/18/03 PLATE INSTITUTE, 583 D'ONUFR[O DR., SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES 'SER P PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PRUPERLY ATTACFIED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED y>,G�7)FI� ��iy2 - BC DL PSF DRWG BRCLBSUB0203 RIGID CEILING. Y!- xIHPORTAN7xx FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED ND. 22 BC LL PSF -ENG MLH/KAR ALPINE PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN[ ANY FAILURE ;* TO BUILD THE TRUSS IN CONFORMANCE WITH TP[i DR FABRICATING, HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL TOT. LD. PSF DESIGN SPEC, BY AF6PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16 GA (V,H/S/K) STA Tf ASTM A653 GRADE 40/60 (V,K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF u�`•C:OF�ID �._� ALPINE ENGINEERED PRODUCTS, INC. PLATES FOLLOWED BY (I) SHALL BE PER ANNEX a3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS `V✓O/�ALE•�' OUR. FAC. POMPANO BEACH, FLORIDA DRAWING INDICATES ACCEPTANCE OF PROFESSIONADESIGN L ENGINEERING RESPONSIBILITY SOLELY FOR 711E __. ._. SPACING fj BURDINGHIISOTHETRESPONSIBILOITY OF THESUITABILITY UBUIBD[NGYDESIGNER, PERTHIS ANSI/TPI ON SEC. 9 ANY 9 OCT -04-04 11:46 FROM -ABC SUPPLY FT LAUDERDALE MIAMIVA 954-938-2074 T-276 P.02/05 F-405 PRODUCT CONTROL NO'S TC R -OF AC RTANCG Owens Corning One Owcns Corning Parkway Tolcdo ,OH 43639 ,Nlla,I11-DADE COUNTY. rLORIDA t11,:TR0-DADS FLAGLER 13UILDING BUILDING COOF, COMPLiANCE OFFICE METRO-MWE FI.ACt.rit (3U11,0ING 140 \VI:� 1' I L,�\('�I,li11 STRE:1'sl', %U111`1603 MlAbll, FLORIDA 33130-1$63 ()05) 375-2901 VAX (;03) 375-20011 (30) 375-'.527 11AX (305) 375.2514 ('O�TIt-�Ct'Of( 1:`F01tC:t:11F.`'1' I)11'1�10� (305) 375.2966 PAS (305) 375.2003 11RODUC1• COST 1101. 1)11'1~10\ Ymir irplicn(ion for Notice of Acceprnn ;p (NOA) of, (305) 375.2902 FAX (305) 372-63311 Oakridge 30 AR under Chanter S of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Offixe (BCCO) under the conditions specified herein, This NOA shall not be valid after the ex )iration date stated below. BCCO reserves the right to secure this product or material at any time from a obsite or manufacturer's plant for quality control testing. If this product or material fails to perform in tie approved manner, BCCO may revoke, modify, or suspend the use of such product or material immed ately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South rlorida Building Code. The'expense of such testing will be incuc-ed by the manufacturer. /G ACCEPTANCE NO.: 01-0522.03 EXPIRES: 07/19/2006 Raul Rodriguez Chief Product Control Division THiS IS.LIJE COVERSHEET, SEF, ADDiTIONAL-P&GES FOR SPECIFIC ANI? CFNFRAL CONDITIONS RUILDINC CO-T,E & PRObUCT REViF:W COMMITTEE . This application for Product Approval has been reviewed by the BCCO and approved by Elie Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 07/19/2001 90 r 0- 4-" Francisco J. Quintana, R.A. Director Mintni•Dade County Buildingpode Conipliancc Office mAN,Q V"t-5 of PrWVeT /'rP/"WA \Xs0450001rpe20oo1\tc.++plalm$\nocica ac"PQnce cover patac Q� Internet mail address: postmaster@buildingco Iconlino.com A Homepace: http;//\vWW I OCT -04-04 .11:46 FROM -ABC SUPPLY FT LAUDERDALE 954-938-2074 T-276 P.03/05 F-405 Owens Corning Application No.: 01-0522.03 ROQFING SYSTEM APPROVAL C c n : Roofing Sub -C 12g.e y: 073 10 Asphalt Shingles Approval Date: .July 19, 2001 Motgrial:Laminato Expirialion 1)atc: July 19, 2006 Y. Scope: This renews a roofing system u.;ins Owens Corning Oakridge 30AR. Asphalt shingles rta,1nufactured by Owens Cornir g as described in this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Cdition for Miami -Dade County. 2. PRODUCT DESCRIPTION Product Dimensions Test SPeci ftg0ons Product Description Oakridge 30 AR 13 ''/" x 39 3/ 1" PA 110 A heavy weight, fiberglass reinforced four tab asphalt shingle. 3. LimITATIONS: 311. Fire classification is nc t part of this acceptance, refer to a current Approved Roof ng Materials Directory for 'ire ratings of this product. 3.2. Shall not be installed op roof mean heights in excess of 33 ft, 4. INSTALLATION: 4.1 Shingles shall be installed in compliancc will, Miami -Dade County [product Control Shingle Installation Pro( edurc No. 113. 4.2 Flashing shall be in acct rdance with Section 9.3 Option "S" (step-nasliinss) of Miami - Dade County Product Control Shingle Installation Procedure No. 115. 4.3 The manufacturer shall provide clearly written application instructions. 4.4 Exposure and course layout shall be in compliancc with Detail 'A', attached. 4.5 Nailing shall be in temp liancc with Dctai1 '13', attached. S. LABELING: 5.1 Shingles shall be labelec with the Miami -Dade Logo or the wording "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by topics of tlac following. 6.1.1 This Notice of Acccptan :c 6.1.2 Any other document req tired by Building Official or the A lies to properly evaluate the installation ol'tliis systoraa. Page Frank Zuloaga, RRC Roofing; Product Control Examiner OCT -04-04 11:46 FROM -ABC SUPPLY FT LAUDERDALE OWENS CORNING 1'RI�1�l1: yl11NC i i i i TIURO COURYL' � secomb/COURSE 7 all Noor PULL SIIINC" 954-938-2074 T-276 P.04/05 F-405 Acceptance No. 01.0522.03 DETAIL A 0WQiS C014Y(Nr. ox"1UGE. Ju alt DETAIL I3` OWENS CORNING FASTENI NC PATTERN & PIIYSICAL DIMENSIONS OAKRIDGE 30 All 1,AMINATE Page 3 Frank Zuloago, RRC Roofing Product Control lixamincr OCT-04-04 11:46 FROM -ABC SUPPLY FT LAUDERDALE 954-938-2074 T-276 P.05/05 F-405 OWENS CORNINC Acceptance No. 01.0522.03 NOTICE QF AC CEPTANCE STANDARD CONDITIONS l Renewal of this Acceptance (approva ) shall be considered allor a renewal application has been tiled and the original submitted documentation, Incl tding test supporting data, ongincering eight (8) years, dot umt;rtts, are nv older thtttt Any and all approved products shall bi- permanently labeled with the manuNcturt:r's name, city, stac, and ilia following statement: Wetro•Dadc County Product Control Approvod", oras specilically stcutud in the Specific conditions of this Acceptance. 3 Renewals of Acceptance will not bt: col,sidered if 0 Thorn has boon a change in the Sol ith Florida Building Code affecting Elio evaluation of this product and Cho product is not in compliance w th the: code changes; b) The product is no longer the same product (identical) its the one originally approved: c) tttha Acceptance holder has nor et,mplied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepai ed, signed and staled [Jae required documentation initially submiadd, is no longer practicing the engineer ing profession. 4 Ally revision or chanme in the material• i, usc, and/or manufacture of the product or process shall automatically be cause for termination c f this Acceptance, unless prior written approval has been requested (through the filing of a revision applicat on with appropriate fee) and granted by this office. 5 Any of the following shall Also be grot, nds for rcatoval of this Acceptance: a) Unsatisfactory performance of tF is product or process; b) Misuse of this Acceptance as an :ndom ment of any product, for sales, advertising; or any other purposes. 6 The Notice of Acccptanco number prcce dad by the words Mctro•Dadc County, Florida, and followed by clic expiration date may be displayed in adw rtising literature. If any portion of 111t: Notice of Acceptance is displayed, then it Shall be done In Its enti rely. 7 A copy of this Acceptance as well as aF proved drawings and other documents, whcrc it applies, shall be provided to clic user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. T1te capias need not by rose; clad by the engin cer. 8 Failure to comply with any section of th s Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 3 througi 4, . END OF THIS ACCEPTANCE Pagc 4 Frank zuloagp, RRC Roofing Product Control Examiner -- TnT01 DCr;t= Ea4 ,lore