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HomeMy WebLinkAbout305 E 4 St 11-898 (A) COMPLETION OF SECOND STORYt CITY OF SANFORD PERMIT APPLICATION Application q : Jg G 14 Submittal Date: Job Address: yf i S % Value of Work: S Zi t74cJ Parcel ID: Zoning: Ilistoric District: Description of Work: % Square Footage: Permit Type: • Building O • • • • • Electrical • • • • • Mechanical •Q' • •Plumbing .... • * Fire Sprinkler/Alamt O • • • • • Pool • O ... • • *St g*11•0 Electrical- New Service - ; of AMPS Addition/Alteration O Change of Service Temporary Pole O Mechanical: Residential Non -Residential O Replacement O Tett• O (Duct layout & Energy Calc. Required) Plumbing/ New Commercial: 4 of Fixtures of Water & Sewer Lines k of Gas Lines Plumbing/New Residential::. of Water Closets Plumbing Repair — Residential O Commercial O Occupancy Type: Residential O Commercial Industrial Construction Type: JJ of Stories: M of Dwelling Units: Occupancy Use Group(s): Flood Lone: (FEMA form required Property Owner:Contractor C 'i' -4CC ,4,2 o''b'•Tity Co-e Address: #,addres_— S PIA Phone: E-mail: Phoneyr7 3Zy774tate License Number: e,* lel 5Z 7e Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Plan Review Contact Person. Phone: Fax: E-mail: Application is hereby made to obtain a pertain 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. IIEATERS. TANKS, and AIR CONDITIONERS. etc OWNER'S AFFIDAVIT: 1 certify that all of the foregoing rnfor»ation 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. A NO'T'ICE Of COMMENCEMENT MUST BE RECORDED AND POSTED ON TILE JOB SITE BEFORE TIIE FIRSTINSPECTION. 117 YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OfCOMMENCEMENT. Nona- In addition to the requirements of this pemut, 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 pen -nits required from other governmental entities such as water amnagemem districts, state agencies, or federal agencies. Acceptance of pennit is verification that I will notify the owner of the pro pert ere urr s o ! gSignatureofOttner/Agent Date Signatureo : nuuctor/Agent Date Print Owner/Agent's Name Prin ntrac Agent's Signature of Notary -State of Florida Date Si re ckivry- a 01-00 is Date HANNELOP,E CD462522NotaryPublicS My Commission Expi Owner/A crit is _ Personal) Known to Me or Commission q Pratcnt s y Contractor/Agent is Personally Known ;vOQ`° Bonded By NatlOnProducedID , r APPROVALS: ZONING: _ UTIL: FD: Special Conditions: Rev 07 07 ENG: BLDG: BP703UO3 Correction option . Application number Prope CITY OF SANFORD Cash Receipt Corrections Cashier: JOHNSONJO 3=Refund 08 00000614 2/23/11 16:18:16 Refund Name/Address Identification Cashi Date, Refund name . . . JASON TURNER Address . . . . S SANFORD AVE Corre Cashi Zip code (F4) 32771 Print Phone . . . . . 314 Fe F3=Exit F12=Cancel ection Clss! Seq A A ZA 9-3-9 9.39----- — A ZB 9.39 Bottom F3=Exit F4=Prompt F5 Void all F6 Accept reduction F12=Cancel BP703UO3 CITY OF SANFORD Cash Receipt Corrections Cashier: JOHNSONJO Correction option . . . . . . 3=Refund Application number . . . . . 08 00000614 Property . . . . . . . . . . 305 E 4TH ST 25.19.30.5AG-0601-0090 Cashier, receipt#, amount SCOTTA 0070123 $645.28 Date, time, pay type, check#: 2/21/11 CC 000000000 Correction description . . . issd new #11-898, ov d on this Cashier ID for transaction _ =Current user,=Origina cashier Print correction receipt Y=Yes Press F6 to accept reduction of $108.64 Fee -- Amount Credit * Amount to - tr - Permit Clss Type Paid Remaining Reduce Nb Seq Type q A EY *89.86 89.86 A ZB *9.39 9.39 F3=Exit F4=Prompt FS=Void all F6=Accept F12=Cancel 2/23/11 16:18:16 Inspection Type Seq Bottom BP200I08 CITY OF SANFORD Application Receipts Inquiry Application number. . . . . : 08 00000614 Property . . . . . . . . . . 305 E 4TH ST Cashier . . . . . . SCOTTA Receipt number, date, time. : 0070123 2/21/11 Payment amount, type . . . . $645.28 CC CREDIT CARD Check number . . . . . . . : 000000000 Fee Cls Type Amt paid Credited amt Structure Permit A EY 626.50 .00 A ZA 9.39 .00 A ZB 9.39 .00 Press Enter to continue. F3=Exit F12=Cancel Inspection 1/13/'11 15:22:58 Bottom BP703UO3 CITY OF SANFORD 2/2J/11 Cash Receipt Corrections 16:10:29 Cashier: JOHNSONJO Correction option . . . . 7=Adjust with G/L Application number . . . 08 00000614 Property . 305 E 4TH ST 25.19.30.5AG-0601-0090 Cashier, receipt#, amount SCOTTA 0070123 645.28 Date, time, pay type, check#: 2/21/11 CC 000000000 Correction description . isd new pmt 11-898, move pmt Cashier ID for transaction Current user,=Origina cashier Print correction receipt Y=Yes Fee -- Amount Credit * Amount to - Str - Permit Inspection Clss Type Paid Remaining Reduce Nbr Seq Type Seq Type Seq A EY 626.50 536.64 A -ZA g . 3.9 AA ZB 9.39 F3=Exit F4=Prompt F5=Void all F12=Cancel Bottom BP703UO3 CITY OF SANFORD 2/23/11 Cash Receipt Corrections 16:10:29 Cashier: JOHNSONJO Correction option . . . . 7=Adjust with G/L Application number . . . 08 00000614 Property . 305 E 4TH ST 25.19.30.5AG-0601-0090 Cashier, receipt#, amount SCOTTA 0070123 645.28 Date, time, pay type, check#: 2/21/11 CC 000000000 Correction description . isd new pmt 11-898, move pmt Cashier ID for transaction =Current user,=0rigina cashier Print correction receipt Y=Yes Fee -- Amount Credit * Amount to - Str - Permit Inspection Clss Type Paid Remaining Reduce Nbr Seq Type Seq Type Seq A EY 626.50 536.64 A- ZA----*9.-3.9 ----- A ZB 9.39 Bottom F3=Exit F4=Prompt F5 Void all F12=Cancel LI> M L17 ti 00M - OCD CO 0 Z CDN cn 1- ILON C> 0 0N M Z 0 g W = 3 3 0 4d MO rY FIC, PE"M0" PLANS REVIEWED 0Atl^,. THERMAITRU 0 THERMA TRU DOORS 118 IMav99r A an., [.aenlGq. ON 43517 tt. 101 9179B•17 D TLASSIC CRAFT" 6-8 OUTSWING W/& W/OUTSIDELITES W/& W/OUTSIDELITES FIBERGLASS DOOR WON-LUPACrr GENERAL NTFC 1. This roducl has been avolnkd and is in compfivnce with Iht Wg Florida 8lrildirq Codc at, requ'ucments including the Ugh Velocity Hurricane Zone'. Z. Product enchors ehal ba os eeled oM 9poced as show. on details. Mchor ambecment to bogie moteriot lholl be beyond woo dressing a slucco. J. When veed in the 'High Yeloc:ly HurrrAns Iovnnep'o is Pesoad bnllcovaii that coWliesc ofwith Section tgZ81v1 ft Florida Building Code. Whcn ueed in .rets oulidc of the 'MDIZ' lequirmq windbonadabrlaprotsetiontMsproduali requr l0 s Pnhtected with en i cl resrelvnl covering that complieswdhSection1609.101 the Florido Buitding Code. S. For Yr stud framing eonalrlretion, anchoring of these unitsshoIbethesomeoshot9efor21( buck masonrycroslrvction. 6. Site cond7lions Ifivl deviate from the dstoils of this drowing require .further en 'neefrlg anotysis by o licensedengineerorregisteredoreklecl. 7. This pprroduct meths the water infiltration rogviremenll for the IFrgh Vekcily Hurricane Zont (HVHZ) only 8h Ihs u9a of the high dom bump threshold, dem %29. r MAX. OVERALL FRAME W'DTH----1 d S D IABIE " COMEM Shccr DE.SCUT10H I TYPICAL ELEVA7112h'S, DESIGN PRCSSURCS A 0C1WRAL NOTES 3 CLASSIC CRAFT DOOR PANEL DETAILS 3 S(9EU1E PANEL DEIA)IS AND GLAZINO OETARS r VERIMJLL CROSS 5EVPD%ti 5 HORIZOd17x fr VERIYJu d10S5 SEC1N3Ns 6 HMZDWAL CROSS SEC710NS 7 BUCK ANCHORAVG 6 FRANC A1A7AORO 8BLCK et FRAME AbCHMIG ID MWE ANCHORMG it IASTRAGAL RMIS 12 IWLL OF LIATUP S & CQNPOIJr r MAX. OVERALL FRAME W'DTH----1 d S D 37.50' MAX. O'VEJiAIL WIDTH T—_ t i oW MAX. DA 3 Uj 1 p Yrflr 6 IYPE POSQNE NEGAI7VE m 37.50' a 6D.SD' r MAX. OVERALL FRAME W'DTH----1 d S D 6R_Sn' UAW rY mal I SNIGLC OL1LSMING UNIT DDURI F Qjj 9 NC. L.7J1T smar W/SIDFI r s c [) 11SgY u rNr* Y. xX - OND DOURtr W/SlOrtm Ourmuc 11NIF DUD 74.50' GAIL. OVERALL FRAME WIDIH 5 a 6R_Sn' UAW rY mal I SNIGLC OL1LSMING UNIT DDURI F Qjj 9 NC. L.7J1T smar W/SIDFI r s c [) 11SgY u rNr* Y. xX - OND 1W N: 1'L-3620 aJ MAX. DA CLASS DESIGN PRESSURE (PSF) CONFIGVRAY*W FRAME DIMENSION IYPE POSQNE NEGAI7VE 37.50' a 6D.SD' 4100.0 100.0 0xD 68.50' s 60.50 GI +55.0 55.D 1(x 70 50' r 80.50 55.0 55.0 oxxo 1D5.50' r 110.50' 55.0 55.0 1W N: 1'L-3620 aJ N d C•1> LC') ti 00M O0 CO Z Co N CTi F— Cn co N rn rn 00 N M Z O 3 s k i " QTERI e V e + 6 ss{^n Ali h 9 `.i 12 Tti, fes`•'- moi!•.'....:.. ..wM1 l'.t-I::r1:.`:' .. .:i.-i,r rr:;z- r:,:i Sun •1 a J6AD' MAX. DOOR PANEL W.DIH (—I'\ WMEOH6u CROs SECI" 2 Z DOOR PANEL L 4.111• EXIE9lQB o e I 1.484ca Cf I it 10 r.J Nov 2 I :t . in ~ 1_ IAiCH SIDE $fllL 2 1DP Rt!Q .: QQQR PAtiEL . 3CO* Clossic Cron13 Id o: o z u E 52)C STQC BOTiOL RAa 2 VERTICAL CROSS SECMN ' W.T.S. nZOMPMIELMTL NK at WAW i oars as M-3620 u rtno-> LCI) ti 0 M0 0 ra 0 z CON CM Cf'> r N U) rn0 0N M 0 v 33 32 453' CLASS BrU i/2" uw, ra EX7f FiOR 5 GLASS 1HR.—.}- 1 077" In. ..D77' CI //6' TEMPERED 1 1 ( J CLASS PlIT SPACE 1 1.531' 1/8' TEUPERED 1•y7ER1OQ 25" STEEL GLASS 30 S'DEL7C TOP a eDTTUN PAIL 36 51DELRC BLVIK SIDE SfLLE fNTERCEPT RNLER A)A1TED PONDEROSA pWE IW.EX JDINTto POHOERDSrI PINE SPACER 29 SEE NOTE 1 n _5' 1NsI.na7Fn rlasc w r'r SMG 1T ERAS! GLASS 1 13.75' WX PAWIDTH 7.1 A41)(, . 7.125' I J I u i m SEE n PIAM U? UTE FR/WE SuC 2 MUTICAL CROSS SECTIONr FL-73620 Svan PANELSparingfatem /29 (1 le Irome eorelreJ fr ar lo0ow .. From the top down on sides; S.5. 16.5, 27.5, SB.J73, 4P.J75' dr 80.375. Thrm arowon+ both fop and bottom of 2.125' An fromeachtomer. Ao/ 01MR Fmi 2PSEE r O HMMITAL MOSTr 3j SIDEVIT PANEL 111111 n PIAM U? UTE FR/WE SuC 2 MUTICAL CROSS SECTIONrFL-73620 Svan PANELSparingfatem /29 (1 le Irome eorelreJ fr ar lo0ow .. From the top down on sides; S.5. 16.5, 27.5, SB.J73, 4P.J75' dr 80.375. Thrm arowon+ both fop and bottom of 2.125' An fromeachtomer. O rr 1" MIN. 1• MIN. FROM MASONRY FROM MASONRY EDGE (TYP.) EDGE (TYP.) '— prMR10 Fuw CASKET 2 SILICONE CW 32yr u N,o r W f., 2-1/2" MIN. 2-1/2• YIN. iOlA MASONRY FROM MIL WRY EDGE (TYP.) EDGE (TYP.) VERTICAL CRDSS SCCnON f VOEWE PANEL n I d LM e; b o 34) of each verlieol )Crrb. Irom Int lop down of 1J.T. JI', E.S• Lf i er q' e Lk667. there ars (2) of the heedsr at 1• In from 114 outside Corners of Iht V LAIN. 1" MIN. P_ oo flame. there are (2) cl the sill, V in from the outside comers. FROM MASONRY rriOU MASONRY r m 1ID EDGE (TYP.) EDGE (TF.) t. MO Z, 1-1 c u jy o o• ! c s• z II I){3u N 3 t rn e I W TO Pl D1 Wa W N N y • C) HvY ., •... .. ZZ C" In 1 '•' . tj CD 1 B LLJ INfiRYJA C i. 4 •.1• . G 19 L 2-1/2• IIIN. • 2-1/2' MIN. rRDM UASONRY 17AOU MASONRY EDGE (iYP.) EDGE (7W.) Lr_ \ VFA1 CAL CROSS SSECTIDN WOflIIEL fOLDW d O rr 1" MIN. 1• MIN. FROM MASONRY FROM MASONRY EDGE (TYP.) EDGE (TYP.) '— prMR10 Fuw CASKET 2 SILICONE CW 32yr u N,o r W f., 2-1/2" MIN. 2-1/2• YIN. iOlA MASONRY FROM MIL WRY EDGE (TYP.) EDGE (TYP.) VERTICAL CRDSS SCCnON f VOEWE PANEL FFfIIA 2-1/2• MIN. I 2—//2" MIN. uscONOX TVOM MASDN:t EDGE (TYP.) EDGE (IV.) J \ VERTICAL CRDSS SECTION DOOR PANEL K( HIGH HUGH OAM THmCSHOLD w. H119f 3 wo so: Ai -1620 0 e o 12 n n 1. lhs e'+deolt -'s c"sect w1 into the jorrb with ('2) item ro. JI (/S r 2' PFH wood screw). There oro e; b o 34) of each verlieol )Crrb. Irom Int lop down of 1J.T. JI', E.S• q' e Lk667. there ars (2) of the heedsr at 1• In from 114 outside Corners of Iht S i lflame. there are (2) cl the sill, V in from the outside comers. c m 1ID t. MO Z, 1-1 yup u jy o 3 IIDPI:v II I){3u FFfIIA 2-1/2• MIN. I 2—//2" MIN. uscONOX TVOM MASDN:t EDGE (TYP.) EDGE (IV.) J \ VERTICAL CRDSS SECTION DOOR PANEL K( HIGH HUGH OAM THmCSHOLD w. H119f 3 wo so: Ai -1620 0 e o 12 n 194crfvr is EKTEROR w1j. 2-112' U11J. M MASONRY FROM UkSONRY EDGE (TYP,) EDGE (IYP.) 53 z 0 20 D XCL. ACFKK EXURDMT YE 2 in 1the delle direct !ot Ike Jamb %ith (12) 7 Itern no. 34 (fb x I. PFH wood screw). There are A70M (4) at each vertical ja from the lop down at 13.51. 31'. 40.5* a 66'. 6Tb. . there ate (2) ct the r4 NVERTIM CRQcS SEC110H HOW-ONTAl CR= SECADIV vd r of V in from the s , outside e-omera WSHOWNg Ix M" grrsveunp 0 ASTRAGALirGM:- There ore (2) of , he silt * In from the CONCRrd SCREWS NO SCREWS PSouls;ds corneit. SECTION 1714.5.4.2 Or THE FEORQ4 MOM OWE. TM NEW REPRESMAUVE OF hEAD & JAWBS, 1.15' LAIN. Ems, 1/4' AIAX. SIMM SPACE FYP.) a. fs• EESn34NOTEI r-\"JZCNTAI CROSS SFCTIDM k,j,/D sinEurr To su:K W-81OR 17\11a9lZMAL CROSS SrMN)M Mr AUS TO SOLUTE a 0i rr v- 00 00 MO 00 CD 0 z Co N CT 1— M CV CT) CTCD ON M z Z 3 G 9 g C r d 3 K P 5a M0 1,11' AVX. _•.. }... S ncl SPACE 1 1 I7 1t T FAIR. (m) 1Z IX - zrCLrfIZG i 6-1 MAV. 1.15' AQN. E11REO. 1 6 LAT[!1 ,wB TO BUCK 1, The eidenle ie direct set into the pn6 with (12) item o. 34 (/8 s 2' PFM .0o0 e:rew), there cc* 4) at each vertical joreD, loom the lop down of 13.5', 71', cB.s' a BO'. iherc are 12) a1 tre hecCer of V in loom IAc outside Carvers e1 he home. There ore (2) of the si11. 4' ;n loom the vWx; a comero. O WWRIDR Z \HORLZQViAI MOSS SECINW 6 INCEMTmo TO BUCIf 15' ARN.- C—SIW 11 1. IS' YIN. to EMM. EXTERNM 7n 1 SDAIE 1-1/4' AAPJ_ FAIR. (m) 1Z IX - zrCLrfIZG W 0 Z O L W CC U. W 7 6 C SIRAE .NWB TO SIDCUTE n TL R im— tic n: FL -3620 H or 1 MOTES: 1. 1/4' ELCO (opcon anchoring Zx buck require o minimum 1' clearance to masonry edges and o minimvm 4' Ovorance to adjownt lopcons. Subslifu(ion of equal concrete scre r from o different supplier may hone different edge distance and center disivnce rsgvlrements. Topcon loea(ions of the comer-, a( the mullica and at the 0s4ogal may be vgwled tv maintain (he min: -num edge d.'slonce to manor )dols. it topcon locations noted es 'WX. ON CENTER' roue( be cdjusted to malnloin the mini. -num edge distvnce to mor;er ja+nts, additional topcons may be required to ensure the morimum on center dimension is not exceeded. I+r WtR••.•r hr_wti 1. L[... .. -. w .....[ .r.... _.. 4. 4. 11 4' V1 i• 11 tJ t1 50 Z ,EE 11 uu n v OPEN.W 1t Sp TYP. SEENOTEt i 11\ 1 uT Zm0 11 1111 111MASONRY,`MUUJON ii SHOWNN 11 OPENING n SHOWN ii MULLION 1 II FOR REF. JI SH 11 j, i FORR RE!". nJ 2X BUCK a fST 4L N 11 6 is SHOWN of rl li FOR REF. 11 tit 11 11 uC r i' r N. 11 11 11 11 11 II II 1111 IIIr 11II S#101- DOOR IVIS •Im Mr r Ane" iNt: 11 II 11 Y1 V Zb 11 11 II Z I i" 4• I' DOUBLE D" WAIDELITIES 01 DUCIC A wR .- MOTES: 1. 1/4' ELCO (opcon anchoring Zx buck require o minimum 1' clearance to masonry edges and o minimvm 4' Ovorance to adjownt lopcons. Subslifu(ion of equal concrete scre r from o different supplier may hone different edge distance and center disivnce rsgvlrements. Topcon loea(ions of the comer-, a( the mullica and at the 0s4ogal may be vgwled tv maintain (he min: -num edge d.'slonce to manor )dols. it topcon locations noted es 'WX. ON CENTER' roue( be cdjusted to malnloin the mini. -num edge distvnce to mor;er ja+nts, additional topcons may be required to ensure the morimum on center dimension is not exceeded. I+r WtR••.•r hr_wti 1. L[... .. -. w .....[ .r.... _.. rc0 IiYP. SEE 11 NOTE 1 i I ASTRAGAL SHMN FOR 2X 'I REFERENCE BUCK I IIInn ii L45OfiRY I1 OPENING i P4.7" ' yp TYP. SEC'4*1rl s._. NDIE { OPEN WG 4- V1 i• 11 tJ n M4rONRY uu n v OPEN.W 1t Sp TYP. SEENOTEt i 11\ 1 uT Zm0 OPNING sa' v a4iiii SHOWNN 11 tLts Edd`v 2K BUCK FOR REF: 11 11 a nJ 11 II 11 11 N0 6 11 II 11 tit 11 11 uC r i' r N. 11 11 11 11 pjn eat S#101- DOOR IVIS •Im Mr r Ane" iNt: Zb m 4' I i" 4• I' 1 i dI ( VFTT- rc0 IiYP. SEE 11 NOTE 1 i I ASTRAGAL SHMN FOR 2X 'I REFERENCE BUCK I IIInn ii L45OfiRY I1 OPENING i P4.7" ' yp TYP. SEC'4*1rl s._. NDIE { OPEN WG V1BUCK tJ n M4rONRY uu n v OPEN.W uT Zm0mz - SIN • C DOORBUCK ANCHORING FOR DP <=59 PST) N: TL sr. WWH IK 1a[ FL -3620 L of V' 'A' I F— Whe,, N -n iii W/2K BUCK INSTALLATON WtIX SUCK cr inMASONRY INSTAL U11pH Tv. HEAD It W v DPENING — KMOS. SEE NOTE I U FRAME 2k BUD() — 3SEEMAIL *1' ;n 47; g. SEE u WAR. VIEW 1'-18A- JJF0RS1D" pMDOOR 59 PSFF) Igo C. 4. 1. 1/4' IIW concrete screws anchoring frame and/or 64 require a W/ZX BUCK IJ F..1, w(zx 9L" minimum 2-112* clearance to masonry edges and a rn;nirnurn 1, I INSTALLAI 11151AW1101, SWTK3' cJ&9nmcv to adjacent cancrefe strews- Svbstilulion of W/r% 8M equal Co.-cretv screws from a olifferen, euppker may have W/IX ev IMALLA11014sr, different edge Welance and center disionce requirements. INSTALLAIW4 SEC NOTE I SEE SEE NOTE I 3 W/ZK 9L1CK MAOL'Y joints. ft lopcon Aucaliont noted as "AM. ON CENTER' must be ATTACH ASMAICAL TWIT BOLT adjusted to maintain the mintrium edoe disionce to mortar 57 W/IX 0 joints, additional falvoons may be reqjired to ensure the Its SMWL MASONRY I WSTALIAIKIM to 2. J/16' rTW concrete screws anchoring train* and/or sill reqv;re OPENING TIP. HEAD & 9 minimum 2-5/0' clearcnce to masonry edges and a MAPS. SEE minimum 2-114' clearance to adjacent concrete screws. FRAME h101E I SwbrMulion of equal concrete screws from a different supplier ZX BUCK may have different edge dhilonce and center distance SEC requirements. n DETNL 3' Ul SEE •': 14 VEML '4 VIM DD1161-F DODS A' V' 'A' I F— Whe,, N -n iii W/2K BUCK INSTALLATON WtIX SUCK cr inMASONRY INSTAL U11pH Tv. HEAD It W v DPENING — KMOS. SEE NOTE I U FRAME 2k BUD() — 3SEEMAIL *1' ;n 47; g. SEE u WAR. VIEW 1'-18A- JJF0RS1D" pMDOOR 59 PSFF) Igo 1. 1/4' IIW concrete screws anchoring frame and/or 64 require a W/ZX BUCK IJ F..1, w(zx 9L" minimum 2-112* clearance to masonry edges and a rn;nirnurn 1, I INSTALLAI 11151AW1101, SWTK3' cJ&9nmcv to adjacent cancrefe strews- Svbstilulion of W/r% 8M equal Co.-cretv screws from a olifferen, euppker may have W/IX ev IMALLA11014sr, different edge Welance and center disionce requirements. INSTALLAIW4 SEC NOTE I Topcon kcativas of Ike comers and of astragal may be SEE NOTE I adjusted to muWain the minimum edge disloom to morlur DETAIL joints. ft lopcon Aucaliont noted as "AM. ON CENTER' must be ATTACH ASMAICAL TWIT BOLT adjusted to maintain the mintrium edoe disionce to mortar STRIKE PLATE TO MAME joints, additional falvoons may be reqjired to ensure the Its SMWL musirnvm on center dimension is not awceeded. to 2. J/16' rTW concrete screws anchoring train* and/or sill reqv;re V12K RUCK 12 9 minimum 2-5/0' clearcnce to masonry edges and a MiSrALEYON minimum 2-114' clearance to adjacent concrete screws. W1 IX BUCK 54 to ESwbrMulionofequalconcretescrewsfromadifferentsupplierWMALLT)CIM may have different edge dhilonce and center distance SCC M07E 1 requirements. 10 MAIL *1 Q 14 THMily DX73 AT FW 114REMiMp IJ u WIZK BUM 13 445MLTMN fI.F.S W,/FX BUCK TL WSTALLYMNAD e, IJ SEC MOTE z %W Dom o4 = E—Fnm3uo Ci C"> p- ti co M0 00CG z toN 0') M1-1 00N rn Co0 0N M LLJ F v ppiZ 3 9 S e P gY 8 e S 99 O rY 11' UU. ON CENTER 2K SUCK WISONRV CPENINC 2 I:;. -.A QIhB c DOOR RUrK AN a IRF FOR OP > 39 PSF AND OP (e 100 PSF) NOTES. 1. 1/1' Elco Topcon anchoring 2x buck require o mfnimr.m 1' clearance to masonry edges o.'ad a minimum 1' clearance to adjocenl Iopcons. Subslifution of equal eancrete screws from v dWrrenl supplier may have different 0090 dietonce and center diftenae regWremsnls. Topcon locations W (he comers may be adjus(ed to mein(oin the minimvm edge distance (a manor joints. It Topcoa locations noted as 'TIN(. ON CENTER m sl be adjusted 10 maintain the mfnfmum edge dislonce to morlor joints, additional topcons may be required to ensure the maximum on center dimension is not exceeded 2. 1/4' ITW concrete screws anchoring frame and/or sal require a minimum 2-1/2' clearance to masonry edges and o minimum J' clearance to adjacent concrete screws. Subslilulfcn of equal concrete screws from o different suppt%rr may hove differen( edge distance and center distance requirements. Topton focations at (he cwners may be adjusted to moinlofn the minimum edge diefance to morfor faints. 1f I."n focoUons noted cs 14W. OU CENTER' must be adjusted to maintain the minimum edge dislonce to mortor joints, additional lopcons may be required to ensure the maximum on center dimension is not exceeded. 63' tMY. fiX ENCER 8- 6 - rte 17 DWIA BUCK _ lsTut TIOH- w/IX VXA D7 .moor*+, WSDN7Y a ND"E 2 OMINC • NEAD b — W FRAME_ Jw95 o BUCK O 2X BUCK3 L7L'.7'7. SIULL MOOR FOR DP > PSF AND DP <=too Psty Oft sh WNH s Dewe. w, R—J820 c evr —L v 11 C o CL- M Lr! ti CDM O00 c\o I, rn - F— cn MASONRY 0000 OPENING N rRAME rn zx ELICet C7) r — O q O y 71.1 SECM DETAIL 'I' LIP j' o - W VIEW 'C' -'C' d 6 b R a 3 if O v' 'A, 7-1F— n 3• 7 7s 3. io 1 1 w/zx CBUK A)L'J" NSTALLAIIONW/tx r/NW- 4iI DUCKNS'lALUT10N W TIM. NZAD k rRAME- 28 LIMBS. SEE u NOTE t n z0 OETAB. '2 SCC [ss OE7Afl '5' NST RWISC NOTE T 1e UATC 1 v NOTE 1 OO(/RIE 000.9 W/SIDErM 1VQTE5ii 1. 1/9' MY concrete screws orchorfng frame and/or willrequire o minimum Z-1/2' clearance to masonry edges end o miremum 3* clearance to ad,ocenl concrete screws. Subillurion of equal concrete screws from o different supplier may hove different edge distance and center dislonce requirements. Tapson locations of the comers end of mullion may be od,;usfed to mainfofn The minimum edge dstonce to mo-tcr jo.•IIs. /f lapeoO 1000U0113 noteo w WAX. Olt CENTER' mull be adjusted to moirfoln the minimum ed4e dislonce to mortor jo"ls, odd'iionvl lopcons may be required fo ensure the moxirnum on center dimension is not exceeded. Z. 3/16- lrW conerefe screws anchoring frome and/or sill require o minimum 2-5/6' cfeeronce to masonry edges and o mfnimum, Z-1/1' 0aucance to adfvicent concrete screws. Substi'uffon of equal concrete scnews /corn a differenl supplier may ( ore dirferenl edge distonce vnd center dislonce requiremenle. Is'. n r/NW- OPENW 0 rRAME- 2x BUCK - SEE OETAB. '2 1& (5-4-1'3- W/2X DVCK 13 2MM&LA10 W/2[ SEEN INSIALIATTON WSINl1lTA1 Yr/1K 'SUCK W/Ix BUCK INSTALIAncH 55 NOTEI SEE NOTE 2 ML J' AF/Ata/ AST1 AGOLL THROW BOLT STRAE PLATE TO FRAME AS SHOWN. W/2x DUCK INSTALLATION W/lx BUCK INSTALLAM014 IYP. HEAD h JAWS. SEE NOTE 1 SINGE DOOR WIS IITES Q 14 14 7.5' DEM 1 TMROW W.TS AT THC O RCSHOW 34 nErw z. e ra 1 ss' W n V D SCC DCTIIA m r ? 1N yG C rr d JI n I of O VIEW 'A'—*A 1 3 t b DETM 1' A 3 to 10 e z o 05/16/07 i LE. N.T.S. at 0 PM an TL o DETA/L 'rPM e.. WWH MUM "a.- O FL -3620 0 u a C"> F- 00cll> CM. 00 co z CC N coN rn 0 0 N M z 0 C L 3 9 a a F 6 1d 3 g g f r 0cc 0.75 0.75' » 2' 2' 3.25' 3.25' 43' e Tr.. a TYP o.cag i 27 TVP. z7 E 27 0 e m n 18.8x' I 18.38' I 20.63' 18.5' 14.37' 95.25' u IL d TEE0 4 4 SEE NOTE 1 o i 24 u ooc OS 16 07 i N47L: 1.910' av+i+ H.T.S. am cr. TL 'o I. THE ASTRWA4 BOLT ,14S A 3" THROW AT THE TOP r TAAGAL OETAIL oa r WNH tANDTHEBOTTOU. R—)620 e 0 um 7lEscRjpntim M 91W.075'W OK FMOASS B/ A871G 691 16 f)8ERG1.1I 2 wPoll 9000 CO Fort 3 LRON BWG1 Afll CA a? 11 k111 0A 4 1W SRL -MA ll{ OR W tr 06 5 suff mu low 6 POMAW" m W. )A& ADM low 7 91087 if" COMM OFAAMR6AdP 1R4 mw a tom W" 001619ma Ifi10lR5111P nail -fou OW 9 4's 4' HW .091' A1C SYM 70 114 f /- Ix RH 1000 27d7 Ohw to lane) 5Ila I 1 00£ IiOm 12 Ildf2'lGMOMson 13 A f 7-1 • IG OW KM SCln SiQ2 14 114' e )-Jif 0r OWOOM 5m Sim 16 1X ww an 0D 17 WX 1/4' Sidi YOER11[ IOOp 18 kO'1M1 700 MS AM M 1 s lar eulr l!t[ mu 20 1 • f 12S• 1tA0[It - pIX,OfRI)91 1000 2f 22 1 1 ' 23 mw 06W 700 RAMI 0U0101.I 2 lAddl M 16WAR ALM 24A AiAbllA UN W1 Rm 240 AYOIIA RU4f BOIL O0 & M& 27 110 if 1-1 !L AWW 2W 11X MV sm 2a 1aa1FAD dw nraaloin 29 1 1. P1 01970 VVOA Idem SiJI1V Sm 30 SOt]Rf IOP A 608011 Poll IMI- 1.666' PO WOSI po go 31 1 ) / f ?-! I !IM LNOOI sfRlr y7m 32 1 A1C 03 tm pAL1C 1 lE -1 ! 3J I PURE IP IIIC isw mm-inLel se 34 AI 1• l6 M 1000 Sf1PiI1 S7Qi 35 l.SW if 125 WN All) poem 36 SOW SOE SAIL PD90lrA)6A AW 37 IO f 1-J 1 LG Rif 1000 SiRfM SIR Ja d)fldu ,:, I50' f 91 1NL9N-/1U M000 ran OWN rir 50 l l f 2-J14- aL0 WM SCYd!lr on 51 IX 9U7f MOOD 52 1/4"m J -J 1' OW IMM =w 53 INSOa comw 54 11• f J-0, GPCON su fr sm 55 J 15 f rAiCDM SM I—sm56A9wkSIAPQ: PUR I.s6J• 1.463' F— I in m ^. L 20 11 s u22JS JOINTED POf iDERCSA PWE 4 f„ rz!rg", 1 m 1101sLPRAfJIE OfllSwlnG Ab1N A n W UA VM6 INA Cwv n 050' WALL rrv. NOTE ME lOW PRankc IWE[SHOLo o0$ ILEI INE WA7CA AEGUMMEN/S FOR A 'NIGH UC1007V WJMCA%C ZONE'. n auu 1NA151fOL0 28u Ml 050' PULL IVP. inGv i® 0/16/07 1 r1.r.s. ae R a ar. MIWM w a n FL -J620 a° 12 . 12 Y T O3 rn 0 cz w IVO 0to co fV00 c.a 7-1 co fV rn z 0 O coO C13 Oo tato CIOtT7 d Ir, c• Ii, ti 00 c, 0 00 cc 0 Z CDCV V> 00CV rn rn0 0N M Z O_ y i a 6 9 d gE K a s 0 Li THERMAITRU 9 THERMA TRU DOORS 1 10 41,b-STPIAL 04.. Covens.. 04 43017 1[L. 1. 198296-1740 CLASSIC CRAFT" INSWING 6-8 SINGLE AND DOUBLE W/8 W/OUT SIDELITES. INSULATED FIBERGLASS DOOR WITH WOOD FRAMES. TIDN•FbIwr r GENERAL NOTES I. 71, fy- 4dhos been eroluolad oed is in o0ln,ranae w71A lite ZDW Fbrido Bulldog Code sUlxlural rcquiremenW int ulinq the 'Kph Vedsclly Hurricane Zone 2. Product anchors shot) be as listed and spaced os •hoWe on dsla2e. Anchor embecmerd to base matenal Thal) be beyond roll dlesslnq or stucco. J. "hen vse in Me ?lioh Ye:eni Muriwnt Zoae' this product thatcomplies -Ah Section 1526 0l Ihs oFhrid IButldir q Code. 4. Whet used in areas ovl s:ds of IM )IVr1Z' r uir )rindhomedebrispruleliio^ M produtl a requied to be protected wtlh on Ica otl rcslslorl ooverGng Ihot comp eowithSit" 1609.1. of the Florida By Ing Code. 5. For 2r1 sled framing *onslrmtibn, nchoriry of flow wilesho8beIActomeasthatslmwnsofZsbut# masonry confirmion. g6. girirefdulher enns weedeviate ((am thebydadetails of eernar registered orch1teel. 7. 'LAY product does not meel the voter regwesnents for Its H' A Velooly Hurite-n ZO-ie (IfYHi . Unit shalt W irslal)ed ony7 n non -habitable areas ew of Ntabtebeagr0 grolecled by on owlhonq or canopy such Ihol Ina angle Neetn IAe edge of conopy or werhorg to sip is ks Non65degrees.' J7.50 LMX. OYEAfiL1 e i1i J o 105.50' LUV(. OVERALL FRAME WID7H FD t b Sh4rLr INS W . VNJ If DOUBLE WAO DYAD 11F3 WAVIG UM_1R 74.50• IMM. OVERALL rRANE WID1H e rP I_— 68.50' MAX. J DQ1JPrr n.,SWI /M? AL1 SINGIr WIN E1rrFaoxo P1n/N- LIN TMX. OA TABLE OF MUMS SNEcr f DESCRIPTION I TYPCA ELEVATIONS. DESIGN PRESSURES dr GEW-W hDTES 2 CIASVC CRAF7 DOOR PANCL WARS J S(DELITE PANEL DETAILS a GLAZFNG NEAR. YUMCAL CROSS SCC?IONS 5 HORVOr.7AL CROSS SECT)ONS C HORfZCNTAL CROSS SECTIONS 7 SUCH ANCHORING 8 FRAME ANCHORING 9 FRANC ANCHORING t0 BUCH k rRAME AtimmNG 1 ASTIW,JIL OETAH.S Q BILL or iV4TERIAIS & UNIT COIIPONCWTS J7.50 LMX. OYEAfiL1 e i1i J o 105.50' LUV(. OVERALL FRAME WID7H FD t b Sh4rLr INS W . VNJ If DOUBLE WAO DYAD 11F3 WAVIG UM_1R 74.50• IMM. OVERALL rRANE WID1H e rP I_— 68.50' MAX. J DQ1JPrr n.,SWI /M? AL1 SINGIr WIN E1rrFaoxo P1n/N- LIN TMX. OA WS DESIGN PRESSURE (PSF) OOWIGURRION FRAME DIMEHS10N TYPE Posmer I tiEGATNE M 37.SD a 82.00• Gr 90.0 -90.0 NO 68.50 r 82.00 55.0 -55.0 xx 74.5D' s 82.00 455.0 -55.0 O)U(0 105.50' r 82.00' SSA -55.0 CL- Lr) C--. 4ti 00 CID 000 co O Z CO N T 00N rn a 0 0N M Z CW 7 0 e Sa 0 oe 36.00• MMA. DOOR PN:"cL Vl'IDTH 2 2 K 0r, u W_ B In p O A r DOOR P/WEL Cassie Croft GLI EX1F81Q8 6 r. j^`w' f ey: •?C':.::if, .:: . .'.. . 4 INTERIM ti 1 T I1 t HORIZONTAL CROSS SECTION 2j WM Alk4a 4.111' I •j 1.461' m I d Y rx { 1 uTrar sme snot: 2 roP RAn. 1 wo7 U6 u 0 0 1IF 13 m ir.: rf •:. Arno" 1RA11CAL C?OSS SECTWHOOOttPMU° n low tea- o r a 0-> Lr) ati 00M 000 CD 0 z cc CV rn 1- Cn 00 CV rn rn 00 CV M z 0 1 b SSS Fg G toy F AW CLASS BITE 1/Z' MIN. 5 GLASS TH<. m iD a G1 1/6' TEMPERED r 1.077" 'q CLASS L —1 NR SPAcr 1.511' -i 1/6" TEMPERED LvrExna x.25" SiEEI GLASS n WDELn£ TOP k e0TT01.i OWL YKERCEPT PIAICER JODVfEp PoNOEROSA PINE SPACER 9 SEE NDrE 1 S' ENSU ATPD G eSS 14/ SMC UDE rRAR4E GLAZING Dr -TAI 13.75' MAX. PANEL WIDTH 7.125' IN D.1_43. W Dl J I i2G u o0 eJ N n L I r 0 0 •r. r v 0A m I PLASTIC LIP LITE FRAME SMC e ----} 1.077' qR I I 1.SJ1' F— SP.EUTE 6LIJJX SIDE S11LLBl1Jn( WE S11LL FlNCER .ApfJTEO PONDEROSIL PINE Om 2 VERTAC& CR= SECT) U J S17ELRC PANEL t I. APOTing for Item /29 (GID frome strswr) b as follows: from fhe fop o'own on sidm; 5.5', 16-57, Z7.3. X3757, 49.375' h 60.J75. Them Drs 2) Denise beth IOP and bDllom of 2.125' in from Both corner. 1 oGO Q aid N 031 04126107 L N.T.S. ' WSW m. WWH 3 ro ro: r PL -3616 0 D I' MIN. FROM I' MIN. FROM MASO 1 mp.) 0W.) 2-1/2• MIDI. FROM MASn"RY Enr,F ryp• ) VERrICPA CROSS SEC Lt00R PNIEL i 2-1/2' MIN. FROM 2-1/2' MIN. FROM MASOfLrV EOGC 1 L4 Sa.YRY ECCE W 1' MIP. FROM I' MIN. FROM MASOWY •) U 011I 1211— IIP.) IX ei ^2 6TInE i _ i11TL81Q8 .e ,.; lElgZ81Ad N 1u VERMALCROSS SEC7101"I Oy1SFS C//h CN RETE SCREWOAREWSPER SECRON 1714.54.2 OF THE FLORIDA WILDING CODE. ?HIS MEW REPRESEWATAC OF HM Ar JAMBS 1. The sidelile is direct sal into the jamb with (10) Rem 134 a 18 it 2' pfh. woad screw. There are (4) at eceh vvlical jamb. Prom the top down of 13.5 , JI-. 48.5' & 66'. There are (2) at the header at 4' M from the outside comers al /he /roue. There aro 2) item /73 a 18 x 2-1/2' plh. woad screw at the _i sill, 4' in /Yam the outside Corners. W IJ SEE /(0rE, 1 04/26/07 z xac 2' MIN. rROM 2-1/2' MIP. FROM , IO aa, 1W. SM SO/IRY fMf _ I k Sr1NRY R .F aft eC WWH IVP.) P.)ON*" w.. 2 1 fnr- L CRASS SECCON FL -J616 4 SIDEL17E PARE. sat 3 of A2. I 106 g 2 c i' e J 2 o I' MIN. FROM I' MIN. FROM MASO 1 mp.) 0W.) 2-1/2• MIDI. FROM MASn"RY Enr,F ryp• ) VERrICPA CROSS SEC Lt00R PNIEL i 2-1/2' MIN. FROM 2-1/2' MIN. FROM MASOfLrV EOGC 1 L4 Sa.YRY ECCE W 1' MIP. FROM I' MIN. FROM MASOWY •) U 011I 1211— IIP.) IX ei ^2 6TInE i _ i11TL81Q8 .e ,.; lElgZ81Ad N 1u VERMALCROSS SEC7101"I Oy1SFS C//h CN RETE SCREWOAREWSPER SECRON 1714.54.2 OF THE FLORIDA WILDING CODE. ?HIS MEW REPRESEWATAC OF HM Ar JAMBS 1. The sidelile is direct sal into the jamb with (10) Rem 134 a 18 it 2' pfh. woad screw. There are (4) at eceh vvlical jamb. Prom the top down of 13.5 , JI-. 48.5' & 66'. There are (2) at the header at 4' M from the outside comers al /he /roue. There aro 2) item /73 a 18 x 2-1/2' plh. woad screw at the _i sill, 4' in /Yam the outside Corners. W IJ SEE /(0rE, 1 04/26/07 z xac 2' MIN. rROM 2-1/2' MIP. FROM , IO aa, 1W. SM SO/IRY fMf _ I k Sr1NRY R .F aft eC WWH IVP.) P.)ON*" w.. 2 1 fnr- L CRASS SECCON FL -J616 4 SIDEL17E PARE. sat 3 of A2. I 106 g 2 c i' e J 2 1. z SEE NOTE I clot, I 1.1 t7 F 73 ei u v c z w N O0 ca to fV co 7-1w to N0 z0 o Oa0 wco cnG1 Ln IMcft : ACTIVE J HOWLWAL CAOSS SECfl0f1 5 a SIOEurE t0 eucK z HORIZONTAL_ CROSS SECTION S a HINGE mus TO SICCUTE INIERILA I. The sidelife, is direct set into the jamb %;Ih (10) item 134 a 08 w 2- plh. wood straw. There are (4) of each vertical jamb. from the top down at 13.5. 31', 48.5" & 66. there are (2) of the header of 4' in from theouts;Ce corners of the frame. There ora item e13 a #8 x 2-1/2' plh. •,rcad screw of the MI. 4';n from the outside earners. H1 nwi ACTIVE J HOWLWAL CAOSS SECfl0f1 5 a SIOEurE t0 eucK z HORIZONTAL_ CROSS SECTION S a HINGE mus TO SICCUTE INIERILA I. The sidelife, is direct set into the jamb %;Ih (10) item 134 a 08 w 2- plh. wood straw. There are (4) of each vertical jamb. from the top down at 13.5. 31', 48.5" & 66. there are (2) of the header of 4' in from theouts;Ce corners of the frame. There ora item e13 a #8 x 2-1/2' plh. •,rcad screw of the MI. 4';n from the outside earners. H1 Peachtree Doors & Windows Installation Instructions for Florida State Product Approval Double Hung Window Products 700 Series Aluminum Clad Wood Size (in.) Configuration Upgrade(s) Rating Test Lab Report # Installation Method HP pivot Stork Twin Test window was installed Into a nominal 2"x ' wood buck through the 36x75 Twin H-1150 180-6585C nailing flange with 1-114' drywall screws spaced 6' on center and sealed with pins City a quality sealant. Test window was Installed into a nominal 2"x ' wood buck. The interior side of the integral nailing flange was silicone sealed to the wood surround, as well as the nail head, and secured with 1-3/4" galvanized roofing nails 38x76 Single HP pivot H-LC50 Architectural 06-30726.04 spaced approximately 12' on center on left jamb and sill. Head and right pins Testing, Inc jamb utilized #10x1-518' drywall screws. Adjustable jamb jack was employed at midspan of each side jamb to wood surround. This method of installation qualifies the use of roofing nails or drywall screws with the spacing noted above. Test window was installed into a nominal 2'x—" wood buck. The interior side of the integral nailing flange was silicone sealed to the wood surround, as well as the nail head, and secured with 1-3/4' galvanized roofing nails 38x76 Single None H-LC40 Architectural 30726.04 spaced approximately 12' on center on left jamb and sill. Head and right Testing, Inc. jamb utilized #10x1-518" drywall screws. Adjustable jamb jack was employed at midspon of each side jam od surround. This method of installation qualifies the use of roofing nails r}i1 acrews with the T ' spacing noted above. pVC PT Installation Instructions - Double Hungs Page 1 Peachtree Doors & Windows Installation Instructions for Florida State Product Approval Double Hung Window Products 700 Series Aluminum Clad Wood Size (in.) Configuration Upgrade(s) Rating Test Lab Report # Installation Method Test window was installed into a nominal 2"x_" wood buck. The Interior side of the integral nailing flange was silicone sealed to the wood surround, as well as the nail head, and secured with 1-314" galvanized roofing nails 46x89 Twin None H-LC30 Architectural 06-30724 spaced approximately 12' on center on left jamb and sill. Head and right Testing, Inc 04 jamb utilized #10x1-518' drywall screws._Adjustable jamb jack was --- employed at midspan of each side jamb to wood surround. This method of installation qualifies the use of roofing nails or drywall screws with the spacing noted above. Test window was installed into a nominal 2'x-* wood buck. The interior side of the integral nailing flange was silicone sealed to the wood surround, as well as the nail head, and secured with 1-3/4' galvanized roofing nails 38x92 Single-- None— H -L -C40 Architectural 06-30793oa spaced approximately 12" on center on left jamb and sill. Head and right Oriel Testing, Inc jamb utilized #10x1 -S/8" drywall screws. Adjustable jamb jack was employed at midspan of each side jamb to wood surround. This method of installation qualifies the use of roofing nails or drywall screws with the spacing noted above. 33x73 Test window was installed into a nominal 2"x " wood buck. The window Insl Single Impact H-1150 Stork Twin 180-6S22B nailing flange was secured to the buck with 1=1/4" sheetrack screws spaced 8' Impact City App. A on center. The wood jambs were secured by #8x2-1/2" screws through the jamb and shims, into the buck at 16" on center, both sides. PT Installation Instructions - Double Hungs Page 2 Builder's Quote/Builder Form PRINT DATE: 06/24/2008 PROBUILD 3874 CHURCH ST. SANFORD. FL 32771 407-323-6900 PEKHM FAX 407-323-1829 QUOTE: 000039 CUSTOMER: TERMS: JOB NUMBER: PROJECT NAME: 000039 Drop Ship: No PO #: SALES REP: Delivery / Pickup: Delivery BILL TO: CONTACT. PHONE: FAX: ADDRESS: SHIP TO: CONTACT' PHONE: FAX: ADDRESS: Comments: ITEM & SIZES LOCATION / TAG PRODUCT DESCRIPTION UNIT PRICE TOTAL PRICE 0001 Qty. = 1 Job Number = CT Size =3'0'Wx5'2"H UD Size = 6'3'W x 5'4 1/8'H RO Size = 6'4" W x 5'4 5/8' H I I I i — —fl 30 x 52 700 Series Clad Wood Double Hung Standard Configuration: 2 Wide 1 High Exterior Finish: Clad Egress: Egress Size Exterior Finish Type: Standard Color Exterior Color. Classic White Interior Material: Pine Interior Finish: None Glazing: Low -E Tempered Glass: No Air Space Option: Argon Filled Grille Position: All Grille Style: Colonial Grille Type: 7/8" Wood Grille Material: Pine Lite Pattern: 3W2H Wood Grilles Shipped Loose: No Hardware Type: Integral Plow Hardware Finish: Clay Jambliner Color: Beige Wood Jambliner Upgrade: No Screen: Fiberglass Screen Color Type: Standard Color Screen Color. Classic White Screens Shipped Loose: No Extension Jamb: 6 9/16" Extension Jamb Material: Pine Jamb Jacks: No Clad Exterior Casing Option: No Clad Casing ITEM & SIZES LOCATION / TAG PRODUCT DESCRIPTION UNIT PRICE TOTAL PRIC 0003 Qty. = 2 Job Number = CT Size = YO" Wx5'2"H UD Size = 3' 1 1/2' W x T4 1 /8" H ROSize =3'21/2"W x5'45/8"H 0004 Qty. = 2 Job Number = CT Size =6'0"Wxt'0"H UD Size =6'0'Wx1'0"H ROSize =6'1"Wx1'01/2"H 30 x 52 700 Series Clad Wood Double Hung Standard Configuration: 1 Wide 1 High Exterior Finish: Clad Egress: Egress Size Exterior Finish Type: Standard Color Exterior Color: Classic White Interior Material: Pine Interior Finish: None Glazing: Low•E Tempered Glass: No Air Space Option: Argon Filled Grille Position: All Grille Style: Colonial Grille Type: 7/8" Wood Grille Material: Pine Lite Pattern: MH Wood Grilles Shipped Loose: No Hardware Type: Integral Plow Hardware Finish: Clay Jambliner Color: Beige Wood Jambliner Upgrade: No Screen: Fiberglass Screen Color Type: Standard Color Screen Color. Classic White Screens Shipped Loose: No Extension Jamb: 6 9/16" Extension Jamb Material: Pine Jamb Jacks: No Clad Exterior Casing Option: No Clad Casing 60 x 10 700 Series Clad Wood Casement Transom — True Sash Set Configuration: 1 Wide 1 High Exterior Finish: Clad Exterior Finish Type: Standard Color Exterior Color. Classic White Interior Material: Pine Interior Finish: None Glazing: Low -E Tempered Glass: No Air Space Option: Argon Filled Grille Style: No Gdlle(s) Extension Jamb: 6 9/16" Extension Jamb Material: Pine Clad Exterior Casing Option: No Clad Casing ITEM t£ SIZES LOCATION / TAG PRODUCT DESCRIPTION UNIT PRICE TOTAL PRIC 0005 Qty. =1 Job Number = CT Size =3'0"Wx3'10"H UD Size= 3' 1 1/2" W x 4'0 1/8" H ROSize =3'21/2"Wx4'05/8"H 30 x 310 700 Series Clad Wood Double Hung Standard Configuration: 1 Wide 1 High Exterior Finish: Clad Exterior Finish Type: Standard Color Exterior Color. Classic White Interior Material: Pine Interior Finish: None Glazing: Low -E Tempered Glass: Yes Tempered Glass Position: All Air Space Option: Argon Filled Grille Position: No Grille(s) Hardware Type: Integral Plow Hardware Finish: Clay Jambliner Color. Beige Wood Jambliner Upgrade: No Screen: Fiberglass Screen Color Type: Standard Color Screen Color. Classic White Screens Shipped Loose: No Extension Jamb: 4 9/16" Extension Jamb Material: Pine Jamb Jacks: No Clad Exterior Casing Option: No Clad Casing ITEM & SIZES LOCATION / TAG PRODUCT DESCRIPTION UNIT PRICE TOTAL PRICF 0006 Qty.=1 Job Number = CT Size = 2'0"W x 2'10" H UD Size =2'1 1/2"W x 3'0 1/8"H ROSize =2'21/2"Wx3'05/8'H 20 x 210 700 Series Clad Wood Double Hung Standard Configuration: 1 Wide 1 High Exterior Finish: Clad Exterior Finish Type: Standard Color Exterior Color. Classic White Interior Material: Pine Interior Finish: None Glazing: Low -E Tempered Glass: Yes Tempered Glass Position: All Air Space Option: Argon Filled Grille Position: No Grille(s) Hardware Type: Integral Plow Hardware Finish: Clay Jambliner Color. Beige Wood Jambliner Upgrade: No Screen: Fiberglass Screen Color Type: Standard Color Screen Color. Classic White Screens Shipped Loose: No Extension Jamb: 4 9/16" Extension Jamb Material: Pine Jamb Jacks: No Clad Exterior Casing Option: No Clad Casing ITEM & SIZES LOCATION / TAG PRODUCT DESCRIPTION UNIT PRICE TOTAL PRICE 0007 Qty.=1 Job Number = CT Size = 2'0"W x 3'10" H UDSize =2'11/2"Wx4'01/8"H ROSize =2'21/2"Wx4'05/8"H 20 x 310 700 Series Clad Wood Double Hung Standard Configuration: 1 Wide 1 High Exterior Finish: Clad Exterior Finish Type: Standard Color Exterior Color. Classic White Interior Material: Pine Interior Finish: None Glazing: Low -E Tempered Glass: Yes Tempered Glass Position: All Air Space Option: Argon Filled Grille Position: No Grille(s) Hardware Type: Integral Plow Hardware Finish: Clay Jambliner Color. Beige Wood Jambliner Upgrade: No Screen: Fiberglass Screen Color Type: Standard Color Screen Color. Classic White Screens Shipped Loose: No Extension Jamb: 4 9/16" Extension Jamb Material: Pine Jamb Jacks: No Clad Exterior Casing Option: No Clad Casing ITEM & SIZES LOCATION / TAG PRODUCT DESCRIPTION UNIT PRICE TOTAL PRIG 0008 Qty. = 6 Job Number = CT Size = 3'0" W x 5'2" H UDSize =3'11/2"Wx641/8"H ROSize =3'21/2"Wx5'45/8"H 30 x 52 700 Series Clad Wood Double Hung Standard Configuration: 1 Wide 1 High Exterior Finish: Clad Egress: Egress Size Exterior Finish Type: Standard Color Exterior Color: Classic White Interior Material: Pine Interior Finish: None Glazing: Low -E Tempered Glass: No Air Space Option: Argon Filled Grille Position: All Grille Style: Colonial Grille Type: 7/8" Wood Grille Material: Pine Lite Pattern: MH Wood Grilles Shipped Loose: No Hardware Type: Integral Plow Hardware Finish: Clay Jambliner Color. Beige Wood Jambliner Upgrade: No Screen: Fiberglass Screen Color Type: Standard Color Screen Color. Classic White Screens Shipped Loose: No Extension Jamb: 4 9/16" Extension Jamb Material: Pine Jamb Jacks: No Clad Exterior Casing Option: No Clad Casing ITEM & SIZES LOCATION / TAG PRODUCT DESCRIPTION UNIT PRICE TOTAL PRICE 0009 Qty.=1 Job Number = RO Size = 24' W x 72" H 700 Series Clad Wood Specialty Shape Modified Half Round Configuration: 1 Wide 1 High Size Type: Custom Rough Opening Size Exterior Finish: Clad Frame Style: Direct Set - Casement/Awning Style Exterior Finish Type: Standard Color Exterior Color. Classic White Interior Material: Pine Interior Finish: None Glazing: Low -E Tempered Glass: Yes Air Space Option: Argon Filled Grille Style: Colonial Grille Type: 7/8" Wood Grille Material: Pine Lite Pattern: 2W6H Wood Grilles Shipped Loose: No Extension Jamb: 6 9/16" Extension Jamb Material: Pine Clad Exterior Casing Option: No Clad Casing Interior Wood Trim (Curved Portion Only): None NOTE: If you are installing Clad products to meet a specific Design Pressure (DP), Rough Openings can not be more than 1/2" over the Unit Dimension In Height and Width. Rough Openings will need to be adjusted down 1/2" in Width from the Rough Opening Dimensions shown on this quote. SUBTOTAL TAX( 7.000 Bio) (0 2q 37 SUBMITTED BY: GRAND TOTAL d ACCEPTED BY: DATE: 6-2)t.-60 DISCLAIMER INFORMATION ADDITIONAL INFORMATION 1hrs uQt. i s -Iror W tAdovz on IV. iLFbar Instal no'-rIS a WE MOT ine-Noled . Plans Examiner City of Sanford Building & Fire Prevention Division 0 Michael Christensen 0 Richard Denman Application #: Vf''4(Submittal Date: A, Project Address: c, /31;r— Contact Person: i -,,,A C— Ok Response to Comments Contact Phone #• yo /) — 3 1 y — o (a —/ P. OFF'CE REVISION PERMIT # DATE Is66 A-) PROJECT ADDRESS C- C- 4 CONTRACTOR PHONE # 47 - f OCA 3' FAX # CONTACT PERSON gh DESCRIPTION OF REVISION UTILITY DEPT FIRE PREVENTION PLANNING 20 - BUILDING l I ISI I I I i e ns o Provide Turndown Footer W1 1 0 5 Rebar At Interior Garage Walle (typ.) LAMS REVIEWED ITY OF SANFORD THE_- kSANFORp DUILO1NG OEP?, I_ANS Apr h Vi@WED A\rJ CONt ITIACCPPTEOFORPr:RPRIT.. VERM1iIT IUONSTRUED70Bc : _ SSU" SHALLBETHEV/OR -` LI SE TO PROCEED WITHKA\[i ,JCT q + UTHORITY TO VIOLATE. ANGEL. q FROVISIO^JSOF-h. O" 3tz ASfpB VY STHProvideIdo"xl211Dp Foot fltsl,'4NC= OF frR 1T'F;`,: COOI:S, NOR SH4LL w/2 S Cont. Rebar. _ ^, f - r I G E GUILO1NG Provide Dowel At C lum• _ S RUCTIOCORRE- O'STRUCTION 1 PERMIT # t l b 1 y PROJECT ADDRESS CONTRACTOR PHONE # L%n qM 1u4$ FAX # `kq cN% cVA% yn d CONTACT PERSON DESCRIPTION OF REVISION Q\G,%S s o 1o nt c, kn,S -Ac-k \(,gNF.N -,,- \njv\uA.,y V /r, 9•v iA, ^ /rZ. /Pc ....F rru. .r Pc-.r• v P UTILITY DEPT FIRE PREVENTION PLANNING BUILDING as, r 572 Terrace Drive Oviedo, FL 32762 Phone: (407) 948-8167 November 3, 2011 TO: Sanford Building Official ADDRESS: 305 East 41h Street . Sanford, Florida PERMIT#: 11898 REF: Attic Insulation Attic insulation applied to the above reference property to be Icynene Foam Insulation. el 57I '1'errace Drive Oviedo, FL 32762 Phone: (407) 948-8167 November 3, 2011 TO: Sanford Building Official ADDRESS: 305 East 4`h Street . Sanford, Florida PERMIT#: 11898 REF: Attic Insulation Attic insulation applied to the above reference property to be Icynene Foam Insulation. Informal Interpretation Report Number 5590 Date: Wednesday March 12 2008 Report: 5590 Code: Residential Code Year. 2004 Section: 831453 Question: Is it the intent of 831453 to require an Ignition Barrier applied to the Spray Foam Insulation in an attic space where access is required ONLY when the Thermal Barrier required in R314A is not installed at the ceWog level. Answer: No. Commentary: If you have an attic space as dd3ned by 8807, with the spray foam insolation at the under side of the roof deck, then you need an ignition barrier directly under the spray foam insulation (the ignition barrier shall be between the foam and the attic space), even if there is a thermal barrier at the ceiling level, unless the foam insulation meets the requirements of 8314.6. As a more detailed explanation, in a non -accessible attic space, a thermal barrier complying with R314A b required to separate foam plastics from the interior of the building, people and fires that may occur from the foam. A TIIERMAL BARRIER LOCATED AT THE C ,ING LEVEL COMPLIES. Where an attic access is required by 8807.1. If the attic use complies with 8314.53, that is to say entry into the attic is limited only to service of utilities (see IRC and FBCR commentaries), then the lesser requirement of an ignition barrier is allowed and the thermal barrier specified in R314A is NOT required. AN IGNITION BARRIER SEPARATING THE FOAM FROM THE ATTIC SPACE COMPLIESS. Where an attic aaxss is required by RW7.1, and the space is for anything other than service of utilities, (see IRC and FBCR commentaries) such as if the attic space is used for storage, it does not comply with R314S3 and therefore, the code does not allow just an ignition barrier. A thermal barrier is also required as sped8ed In R314A. A THERMAL BARRIER SEPARATING T1IE FOAM FROM THE ATTIC SPACE COMPLIES. If a product is specifically approved through section R314A. It is to be installed according to the details of the tested assembly. Finally, N a product is installed to the requirements of a code evaluation report such as an ICC Legacy Report, barrier requirements are governed by and mast be per the report. Notice: 77rs 8.8ding Olid h Asrod d-- ofP&W% to wopmolon wak ds Fknwb aofMT Commiulon, dna Pk kb DepmamW of Commlim oppU.do. SM,.id,. rbb W pyo Wo o ol,Wpno 46&an xtbjea to Pmo Vt—mid by &r baUL4y offi{ City of Sanford Certificate of Occupancy ISSUED .11.17.2011 PARCEL NUMBER --' : 25-J19: - 5AG=06011 Q- 0-- PROPERT-YADDRESS t + . ^ 305E 4TH ST , PROPERTY/ZONING . GRsGENERAL COMMERGIAL OWNER . E CT PLUMBING C CONTRA CTO R . OO WNER PERMIT NUMBER. DESCR+IOF WORKA, . NOFB NEW OFFICES, BANKS, ETC n CONSTRUCTION TYPE'; c°- VB` OCCUPANCY'tiUSE GROUP..,. - Br*11,-- OCCU PANT,LOAD SPECIAL CONDITIONS. . na In accordance\with rthis Certicate ofRCompletio n, alinspections for compliance withFlodda f Building Code 2007. have been performed and J' Uapproved. If the construction project waspremiffedandbuiltundertheowner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. Approved YY1,,,,.._ Building Official BP502I03 CITY OF SANFORD 10/28/13 Inspection Inquiry - Inspection Selection 10:04:44 Property address . . . . . . 305 E 4TH ST Parcel Number . . . . . . . . 25.19.30.5AG-0601-0090 Application number . . . . . 11 00000898 Application type . . . . . . NEW OFFICES, BANKS, ETC. Type options, press Enter. 1=Select Opt Str/Seq Pmt/Seq Inspection Type Seq Insp Result/Date 000 000 ELAA 00 ELECTRIC FINAL 0003 150 AP 9/01/11 000 000 ELAA 00 PREPOWER FINAL 0001 150 DA 8/04/11 000 000 ELAA 00 TEMPORARY UNDERGROUND POWER 0001 150 AP 7/21/11 000 000 MCHR 00 MECHANICAL FINAL 0001 147 DP 11/02/11 000 000 MCHR 00 MECHANICAL FINAL 0002 148 AP 11/08/11 000 000 PLAA 00 PLUMBING FINAL 0001 150 AP 9/07/11 000 000 PLAA 00 GAS FINAL 0001 147- AP 11/02/11 Bottom F3=Exit F11=View 2 F12=Cancel V1- BP502I03 CITY OF SANFORD 10/28/13 Inspection Inquiry - Inspection Selection 10:05:42 Property address . . . . . . 305 E 4TH ST Parcel Number . . . . . . . . 25.19.30.5AG-0601-0090 Application number . . . . . 11 00000898 Application type . . . . . . NEW OFFICES, BANKS, ETC. Type options, press Enter. 1=Select Opt Str/Seq Pmt/Seq Inspection Type Seq Insp Result/Date 000 000 BLCA 00 FINAL ROOF 0001 151 DA 11/01/11 000 000 BLCA 00 FINAL ROOF 0002 148 AP 11/08/11 000 000 BLCA 00 FRAME WITH WINDOW/DOOR FASTEN 0001 148 AE 2/28/11 000 000 BLCA 00 FRAME WITH WINDOW/DOOR FASTEN 0002 150 CA 9/14/11 000 000 BLCA 00 FINAL BUILDING 0001 151 DA 11/01/11 000 000 BLCA 00 FINAL BUILDING 0002 148 AP 11/08/11 000 000 BLCA 00 INSULATION ROUGH IN 0001 150 AP 7/19/11 000 000 BLCA 00 INSULATION FINAL 0001 151 DP 11/01/11 000 000 BLCA 00 INSULATION FINAL 0002 148 AP 11/08/11 More... F3=Exit Fll=View 2 F12=Cancel BP502I03 CITY OF SANFORD 10/28/13 Inspection Inquiry - Inspection Selection 10:05:42 Property address . . . . . . 305 E 4TH ST Parcel Number . . . . . . . . 25.19.30.5AG-0601-0090 Application number . . . . . 11 00000898 Application type . . . . . . NEW OFFICES, BANKS, ETC. Type options, press Enter. 1=Select Opt Str/Seq Pmt/Seq Inspection Type Seq Insp Result/Date 000 000 BLCA 00 ROOF DECKING/SHEATHING 0001 151 DP 6/29/11 000 000 BLCA 00 DRYWALL/SHEETROCK 0001 147 AP 7/25/11 000 000 BLCA 00 ENGINEERING FINAL 0001 SMITHC AP 11/09/11 000 000 BLCA 00 FIRE FINAL 0001 TIM AP 11/17/11 000 000 BLCA 00 HISTORIC 0001 DALTC AP 11/09/11 000 000 BLCA 00 PUBLIC WORKS FINAL 0001 PW AP 11/08/11 000 000 BLCA 00 UTILITY FINAL 0001 AMOS AP 11/09/11 000 000 ELAA 00 ELECTRIC FINAL 0001' 153 CA 8/18/11 000 000 ELAA 00 ELECTRIC FINAL 0002 150 CA 8/31/11 More... F3=Exit Fll=View 2 F12=Cancel BP700001 CITY OF SANFORD Cash Receipts Posting Prompt Cashier . . . . . . . JOHNSONJO Type information, press Enter. Application number 11 00000898 Payment type (F4) CC Check number . . . . . U600000 Receipt number . . . . 0070123 2/23/1'1 16:14:35 F3=Exit F4=Prompt F5 Miscellaneous receipt F6 Application selection F9=Master selection F10=Permit print F12=Cancel F14=Continue BP700002 CITY OF SANFORD Cash Receipt Posting - Receipts Entry 2/23/11 16:15:32 Cashier . . . . . . . . . . JOHNSONJO Application number . . . . 11 00000898 Property Address . . . . : 305 E 4TH ST Parcel Number . . . . . . : 25.19.30.5AG-0601-0090 Credit amount . . . . . . . .00 Type information, press Enter. Total received . . 536.64 Amount Fee to apply Type Trans amt Amount due Structure Permit 25.00 AE 25.00 25.00 25.00 AF 25.00 25.00 25.00 AM 25.00 25.00 25.00 AP 25.00 25.00 13'1-.O-0--PF--- 131:0-0-----"--1-31:00---- 000-'000-----BLCA-00 50.00 PF 50.00 50.00 000 000 PLAA 00 536.64 F3=Exit F5=Receive all fees F7=View 2 F12=Cancel F14=Display all open F21=Defaults maintenance Inspection More... BP700002 CITY OF SANFORD L/L.i/11 Cash Receipt Posting - Receipts Entry 16:15:32 Cashier . . . . . . . . . : JOHNSONJO Application number . . . : 11 00000898 Property Address . . . . : 305 E 4TH ST Parcel Number . . . . . . : 25.19.30.5AG-0601-0090 Credit amount . . . . . . . .00 Type information, press Enter. Total received 536.64 Amount Fee to apply Type Trans amt Amount due Structure Permit Inspection 70.00 PF 70.00 70.00 000 000 ELAA 00 PF 170.00 170.00 000 000 MCHR 00 ZA 7.82 7.82 7.82 ZB 7.82 7.82 Bottom 536.64 F3=Exit F5=Receive all fees F7=View 2 F12=Cancel F14=Display all open F21=Defaults maintenance Lw PLUMBINO, INC. 400 S Sanford Ave Sanford, FL 32771 407-688-2317 407-688-2397 February 23, 2011 City of Sanford Building Department Permitting Reference: Permit # 08-614 To Whom It May Concern: We are terminating Carmichael and Turner Construction, as contractor for 305 E 4th St, Sanford, FL. I, Jason Turner, owner builder is 100% responsible for building construction and completion of 305 E 4th St.Sanford,FL. Please Note: the total cost to complete job with not exceed $68,000.00 from starting today's date to certificate of occupancy. Best Regards, Jason Turner Exact Plumbing Inc U A^, 5 WOL 11Y60O W 0000 -w- Cw 4 k °vs TUU ;L 3 S0 u PA1 N`i- w- M\sIL AI (o,000 Permit No. S\ A Tax Folio No. NOTICE OF COMMENCEMENT 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. 11111 I0111ININ111111111Nlpau11inININN MARYiBNdE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BX 07531 Pg 6MI Upg) CLERK'S # 2011019772 RECORDED 0`/L3/R011 02*02:B4 PM RECORDING FEES 10.00 RECORDED BY T Smith 1. Description of property: (legal de cription of the property, and street address if available) 3. Ir - GeneralGeneral descr iption of impr vement: Owrier information: Name: l- . S r••'1 , ,..F, Address: -aos wk .S ,Saw o Fc. 37r b Interest in property: c. Name and address of fee simple titleholder (if o er than Owner): Name: a Address: ` wz, u, l,.Q AVC ,S •.r, 4. Contractor Name: O,4,r4; Phone number: 4.nQ4 a-1) Ih c. Address: S—,•..1 5. Surety Name N <fi Address: ndc* b. Amount of bond: $ ( 6. Lender: Name: 9.11 tkr ,-f 0 Address: b. Lender's phone number:4VRZCC-UIT0URT 7.a. Persons within the State of Florida designated by Owner upon whom notices or other document' provided by Section 713.13(1)(a)7., Florida Statutes: Name: ( Address: 8.a. In addition to himself or herself, Owner designates of to ceiv y of he 201Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. V b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) N\4\ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE F SPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A :COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signature of Owncr or O ner s Authori O ice s The Foregoing instrume t was ackn w e ed authority, ..g. office trustee, a in 61 na re of Notary Public Pers nalrnVertficatJathefacts Signatua of Natural Pers Rev. date 3/2008 D me this dqy off `fib(r me cf prr for (name of p y on behalf of whom tnstrum t;J-i s eZ100600 # uolssiwwo0 ;aao lOZ'S Inr san&3 •ww00 Ayy •: SEAL) UPNol3 to ate1S - a!IQnd ANION : Y Identification as (type of i, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that of my knowledge and belief. OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or is leasedlease. If a building or residence that I have built or substantially improved myself sold or within in I year after the construction is complete, the law will presume that I built or, substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any Myinjuriessustainedbyanunlicensedpersonorhisorheremployeeswhileworkingonmyproperty. homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I 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 my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Property Address: 1, Q IL'ir.0— , do hereby state that I am qualified and capable o .erfo i the reque ted construction involved with the permit application filed and agree to the conditions s cified ab v Signatur4 of Owner -B ilde Date Form of Iden 'kation Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and UUU zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: 1, Q IL'ir.0— , do hereby state that I am qualified and capable o .erfo i the reque ted construction involved with the permit application filed and agree to the conditions s cified ab v Signatur4 of Owner -B ilde Date Form of Iden 'kation Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Fq( rr Application No: o kk c Documented Construction Value: s- Job Address: 3p5 e.') fa J 3 a-? -71 Historic District: Yes No Parcel ID: Description of Work: CU r e'0 N j a- 5-4-u Plan Review Contact Person: Phone: Fax: Zoning: E-mail: Title: Property Owner Information Name -3'A,-,J'J10 17n1f-/t. Phone: 4/`7 Street: `-(w c-o' A` __ Resident of property? : S City, State Zip: Sl:kll& j Name wr') . , Street: S AJ(, City, State Zip: Name: Contractor Information Phone: UA %,I - Fax: State License No.: Architect/Engineer Information Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: E,tu+, PERMIT INFORMATION Ge 33 no+:.v„ trmu ; Building Permit O ... Square Footage: No. of Dwelling Units: Electrical O New Service — No. of AMPS: Construction Type: No. of Stories: Flood Zone: Plumbing 13 New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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, 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on pas ermit activity levels. Should calculated charges exceed the documented construction value when th xecuted contract is submitted, credit will be applied to your permit fees when the permit is e e . Print a- as I Dau ac u, rbEgglE BLANTON Notary Public - state of Florida My Comm. EXPIres Feb 25, 2015 Commission I EE 60162 BonM Tft* National Maly Assn. 3.// Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: o?- 14 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 08100001 DATE: March 27, 2008 BUILDING APPLICATION #: 08-10000120 BUILDING PERMIT NUMBER: 08-10000120 UNIT ADDRESS: 4TH ST E 305 25-19-30-5AG-0601-0090 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: Square Feet APPLICANT NAME: EXACT PLUMBING 00 ADDRESS: 400 S SANFORD SANFORD FL 32771 LAND USE: OFFICE/APARTMENTS TYPE USE: WORK DESCRIPTION: CITY-SANFORD 435.00 SPECIAL NOTES: Exact Building 2 apartment, 2 general offices. FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Office < 100K Square Feet 1,545.00 ROADS -COLLECTORS CO -WIDE ORD Office < 100K Square Feet 00 ROADS -ARTERIALS CO -WIDE ORD Apartment* 435.00 ROADS -COLLECTORS CO -WIDE ORD Apartment* 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Apartment* 54.00 SCHOOLS CO -WIDE ORD Apartment* 639.00 PARKS N/A LAW ENFORCE N/A DRAINAGE N/A CREDIT FEES: SCI LIBRARY Apartment* 54.00 SCI ROAD ARTERIALS Apartment* 435.00 SCI ROAD ARTERIALS Manufacturing* 519.00 SCI SCHOOLS Apartment* 639.00 568 1000gsft 568 1000gsft 2.000 dwl unit 2.000 dwl unit 2.000 dwl unit 2.000 dwl unit 1.000 dwl unit 1.000 dwl unit 1.400 1000gsft 1.000 dwl unit AMOUNT DUE_ 1 STATEMENT4 JRv F RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: 877.56 00 870.00 00 00 108.00 1,278.00 00 00 00 54.00- 435.00- 726.60- 639.00- 1,278.96 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT ! NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPAC MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALEN DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THA CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIE MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT COD COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUES FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY 0 BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREN THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STA THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DAT THE FEES 0 CITY OF-SANFORD i' 154 r T*** ABOVE r CITY OF SANFORD PERMIT APPLICATION Application #: aR— OO000mqSubmittal Date: t, ,lJobAddress: Sof 9. q- • S . ' Co A6.3Z 77 I Value of Work: $ ^1100 Parcel ID: eZS - 19 - 30 - SAG - 0601- Qini7ry)/ LLnnZonniing: Historic District: Description of Work: Ne.+ IZoo4 1: (G C,fr,)r O ' 04 1 Square Footage: 950o Permit Type: Building D Electrical O Mechanical O Plumbing O Fire Sprinkler/Alarm D Pool O Sign D Electrical: New Service — # of AMPS Addition/AIteration O Change of Service O Temporary Pole O Mechanical: Residential O Non -Residential D Replacement D New O (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential D Commercial D Industrial O Plumbing Repair— Residential O Commercial O Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone- (FEMA form required ) Property Owner: Co,,r" • CL,- T",tr CaW%s4rw_4,6_ Contractor:' Z ZU'ZDO4 -, LLC_ Address: 30g if. -0!= 0. Address: I%S Se^OfP,t/t....tCCi7• Sfel:) 3277 fly_, Inc• 31703 Phone((40))699-01 E-mail: Phone 0 '066 tate License Number: CC( -13ZOR- Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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. 1 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 A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE '1'1.11: FIRST INSPECTION. 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. 1-0 Signature of Owner/Agent Datei ure of Co cior/Agent Date 7c,y Pee,* Icy ,:y Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING - Special Conditions: Rev 07.07 UTI L: FD: Print Contrac e Signature of Notary -State of Flondave yNotl tvubllc State of Flonda Michael LaRock My Commission DD381671 or w Expires 12/96/2008 Contractor/Agent is Xpersonally Known to Me or Produced ID F `p l_ ENG: BLDG: r POWER OF ATTORNEY Date: 9.0 %" 0 I hereby name and appoint 12 b S'i fit I C, u of V2\ ?—Lo Vey F,\ti& L' L to be my lawful attorney in fact to act for me and apply to the C ' L z Division of Building Safety for a V o =`-ti permit for work to be performed at a location described as: Section Township Range Lot Block Subdivision Address of Job) Owner of Property and Address) and to sign my name and do all things necessary to this appointment. 4V -k, VLlZz., C(C-ria(au Type or Print Name p C, (tified Contractor and Contractor's License Number Certifi The foregoing instrument was acknowledged before me this day of 20 who is personally known to me/who produced c as identification and who did not take oath. State of Florida County of GV -- fNcary Pu State of FloridacMMichael(aap r nd f D0'fi'ss'on DO381671ExpreS ?6/Z0p8 Seal Notary Public, Orange County, Florida RECEIVED D CITY OF SANFORD JUL 2 7 2011 BUILDING & FIRE PREVENTION BY: zaam==j PERMIT APPLICATION Application No:) ZD t Documented Construction Value: $ °—' Job Address: 3o -S sonSor F t- 9 9'711 Historic District: Yes id No Parcel ID• Zoning: Description of Work: FEaC£ ,o\ o Plan Review Contact Person: Title: Phone: '40 (-%% a -71A'1 Fax: 1-1-n 0)4 E-mail: `So.• ,1-('.+^-5''' • c' Ir` Property OwnerOwner Information Name Street: 164 City, State Zip: Phone: 4 cz L t% a 2 l'+ Resident of property? : yrCS Contractor Information Name ,,,Eo , v E Phone: 4d") (o' '2L- Street: 400 ,S A Fax: (AJ -7 (5b% City, State Zip: State License No.: (Tc o6'7 >>-I Architect/Engineer Information Name: IJ\ A Phone: Street: City, St, Zip: Bonding Company: 1 Address: Building Permit O Square Footage: No. of Dwelling Units: Electrical O New Service - No. of AMPS: Fax: E-mail: Mortgage Lender: i ANko Q Nk Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing O ' Mechanical 0 (Duct layout required for new systems) New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: 0/ 1 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: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented constrj sH _value when the executed contract is submitted, credit will be applied to your permit fees when the Print of of Date Date KOTARYUI*UC-STATE OF FLORIDA Mary L. Muse j . Commission # DD685235 Expires: AUG. 04, 2011 BONDED n1RUy7LAN e l;ONDING CO., INC. Owner/Agent is . //Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: Ok 7,27.7011 UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 FIRE: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that 1 may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. 1 also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I 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 my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 0 Property Address: I, 0'% o ti.N do hereby state that I am qualified and capable of9grforming the re que ed construction involved with the permit application filed and agree to the conditions sn ck 'fiea"above. Signature of Form of be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, 7 will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the J information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: I, 0'% o ti.N do hereby state that I am qualified and capable of9grforming the re que ed construction involved with the permit application filed and agree to the conditions sn ck 'fiea"above. Signature of Form of be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/weblre_web.seminole_county_title?parcel=2519305AGO6010090&... 7/13/2011 73.0'^ 15.0 fs.0 .. AvrD JOHNsoH, CFA, ASA PROPERTY APP RAISER E 4TH ST to p z 1.0 p 9.A 4 0 1.0 X1.0 SEMINOLE CCU NTY FL. 1101 E. FIrxST 5T S3. 11.0 m 711, 6 SAKF€# to, FL32771-1468 I asap Y,. 407-565-7506 12.0 4.0 M 6.0 ILVALUESUMMARY VALUES 201 2010 IttgEc, Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 25-19-30-5AG-0601-0090 Number of Buildings 0 0 Owner: EXACT PLUMBING INC Depreciated Bldg Value $0 0 Mailing Address: 400 S SANFORD AVE Depreciated EXFT Value $0 0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market) $11,550 13,475 Property Address: 305 4TH ST E SANFORD 32771 Land Value Ag $0 0 Subdivision Name: SANFORD TOWN OF Jug1V0•'F.et Walwt $11,550 13,475 Tax District: S1-SANFORD Portablity Adj $0 0 Exemptions: Save Our Homes Adj 1 $0 0Dor: 00 -VACANT RESIDENTIAL Amendment 1 Adj $0 0 Assessed Value (SOH) 1 $11,550 13,475 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 11,550 $0 11,550 Amendment 1 adjustment is not applicable to school assessment) Schools 11,550 $0 11,550 City Sanford 11,550 $0 11,550 SJWM(Saint Johns Water Management) 11,550 $0 11,550 County Bonds 11,550 $0 11,550 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 01/2005 05626 1073 $115,000 Improved No 2010 VALUE SUMMARY QUIT CLAIM DEED 02/1985 01620 0286 $25,000 Improved No 2010 Tax Bill Amount: 271 WARRANTY DEED 12/1984 01603 1118 5 $22,000 Improved Yes 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSQUITCLAIMDEED04/1984 01537 1237 $100 Improved No WARRANTY DEED 02/1981 01318 1111 $20,000 Improved Yes Find Comoarable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... FRONT FOOT & DEPTH 50 66 .000 300.00 $11,550 LEG E 50 FT OF LOTS 9 + 10 BLK 6 TR 1 TOWN OF Permits SANFORD PB 1 PG 58 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 our next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/weblre_web.seminole_county_title?parcel=2519305AGO6010090&... 7/13/2011 PLAT OF BOUNDARY SURVEY for JASON TURNER Legal Description THE EAST 50.00 FEET OF LOTS 9 and 10, BLOCK 6, TIER 1, FLORIDA LAND & COLONIZATION CO., LTD., E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, according to the Plat thereof as recorded in PlatBook1, Pages 56 through 64, of the Public Records of Seminole County, Florida JUL < O11 o 0 z cn Cr w a Aw`--STR-E-ET--------------- Ln CONC. WALK EAST 50.00' 1I 1II II 9COURTYARD 00 0p I 1 cD 3 cD o w 0 I o N 43.0' i o p ccnncn O , O p 1 0w p I L0 PROPOSED z p Z !L 000 i 2 STORY o0 i 2oiBUILDING 1 I F -4,r ------ WEST 50.00' LI -If I I _I I 11 3 I I I I SCALE: 1 =20' SURVEY NOTES: 1) The street address of the above-described property is 305 EAST 41h STREET. 2) The above-described property lies in 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 delineatedisanaccuraterepresentationofthesame. I further certify that this Survey meets the Minimum TechnicalStandardssetforthbytheFloridaBoardofLandSurvejorspursuanttoSection427.027 of the Florida Statutes. REVISIONS: CERTIFIED CORRECT T0: IIINER SURVEYING, INC. 3R. BLAIR KI•TNER - P.L.S. NO. 3382Nom. lJ7S 3 Post Office Box 823, Sanford, Fl. 32772-0823 r (J 407) 322-20M PROJECT NO: p5 - 622 SURVEY DATE: 1 MICHAEL A. BAKER, SR REGISTERED ARCHITECT LIC. AR0011782 P.O. BOX 150839 ALTAMONTE SPRINGS, FL 32715-0839 PH (407) 278-5662 - FAX (530) 658-5272 E-MAIL = MBSRARCHQAOL.COM OCT. 25, 2010 CITY OF SANFORD BUILDING PERMITS P.O. BOX 1788 SANFORD. FL 32772-1788 SUBJECT: APPLICATION # 08-614 305 E. 41" STREET SANFORD, FL IN RESPONCE TO COMMENTS DATED 06/02/2009 BY INSPECTOR RODGER ADDISON (see enclosed copy): THIS LETTER IS TO CERTIFY THAT I (MICHAEL A. BAKER, SR. ARCHITECT) HAVE PERSONALLY INSPECTED THE ABOVE REFERRENCED STRUCTURE AND HAVE FOUND THE FOLLOWING; 1) DOOR AND WINDOW DATA SUPPLIED BY OWNER. 2) REAR PORCH BEAM. AFTER REMOVING 3" OF STUCCO FROM INTERIOR FACE THERE APPEARS TO BE A SIMPSON # H4.75/11 HANGER HOLDING THE OUTSIDE (3) THREE PLYS OF THE (4) 2x12 COMPOSITE BEAM TO THE 2x12 HEADER WHICH IS ANCHORED TO THE CMU WALL........ 3) FASTENERS STRAPS HAVE BEEN ADDED PER PERMIT DOC's AND OR CODE.(PHOTO #A) 4) MISSING NAIL PLATES MIN 2"x4" 12ga GALV. METAL PLATES HAVE BEEN ADDED AT STRUCTURAL BEARING STUDS AND NON - LOAD BRG STUDS HAVE SAME OR WOOD FURRING STRIPS ADDED AT FACE OF STUDS ALL OF WHICH IN MY PROFESSIONAL OPINION WILL MEET CODE. (PHOTO #B) 5) FLOOR TRUSS THERE ARE NO UPLIFTS INDICATED ON THE TRUSS SHOP DRAWINGS (SEE ENCLOSED).STRAPS WERE PLACED AT APPROX. LOCATIONS OF TRUSSES TO TRANSFER UPLIFT THRU WALL STUDS TO CMU WALL BELOW. ( PHOTO#C ) 6) OUT -LOOKERS HAVE BEEN ADDED.(SEE PHOTO #D) 7) STAIRS. THE INTERIOR WOOD STAIRS ARE PER DOC's.(CODE SECT. 311.5) THE EXTERIOR STAIRS WERE CHANGED TO CONCRETE. SEE ENCLOSED DWG SK.1..(SEE PHOTO #D) 8) HEADERS. STRAPS HAVE BEEN ADDED PER DOC's AND CODE (PHOTO #E) 9) WOOD NOTE #3.IN MY SITE INSPECTIONS I WAS NOT ABLE TO FIND ANY ROOF TRUSSES FURTHER THEN 5" FROM ANY STUD. 10) FRAME TO BLOCK CONNECTIONS. ALL CONNECTIONS WERE CHECKED AND ARE ACCEPTABLE AS INSTALLED. (PHOTO #F) 11) DOOR DOWN STAIRS. ALL EXTERIOR DOORS ARE INSTALLED. INTERIOR DOORS WILL BE INSTALLED AFTER DRYWALL PLACED. 12) CONCRETE STAIR DETAIL. SEE DETAIL DWG Sk.1 ENCLOSED.(SEE PHOTO #G)CONSTRUCTED STAIRS MEET RESIDENTIAL CODE SECT. R311.5. 13) CUT FLOOR TRUSSES. I WAS UNABLE TO FIND ANY FLOOR TRUSSES THAT WERE CUT. THERE ARE NO RIM BOARDS INDICATED ON THE PERMIT DRAWINGS OR THE TRUSS SHOP DRAWINGS HOWEVER THE PLACEMENT OF SIMPSON TENSION BRIDGING # TB27 AT EVERY THIRD FLOOR TRUSSES No.'s FC & FD(SEE ENCLOSED MARKED SHOP DWG Sk.2) WILL MEET REQUIREMENT FOR A RIM BOARD. IT IS MY PROFESSIONAL OPINION THAT WITH THE ABOVE THE STRUCTURE LOCATED AT 305 E. 411 STREET WILL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE 2004 EDITION OF THE FBC AS PER THE PERMIT DOCUMENTS AS STATED IN THE STRUCTURAL NOTES ON DRAWING # S.1. IF ADDITIONAL INFORMATION IS REQUIRED PLEASE CONTACT THE OFFICE. MICHAEL A. BAKER, SR. At7 ITECT FL'# AR0011782 OFFICE encl. Truss shop dwgs # T2873681 THRU T2873691 Dwgs Sk.1 &Sk.2 Part of Dwg # S.1 Structural Notes Inspection Comments Dated 06-02-2009 Photo sheets # 1 & 2 Ma HIM', U City of Sanford Building Pen -nits Page l of I 1 ojr 1Sa* n, oar the on-line home of the City of Sanford. Florida I t. fin -Line Build;i ng hermits Home Inspection Status Select Permit Status Detail Use your browser's Back button to select another inspection or select Options Menu to choose View Application another building permits option. , I Fees Parcel ID: 25.19.30.5AG=0601-0090 Address: j ;305 E 4TH,ST Permit Status Application Date: 01/10/08 Owner: Exact Plumbing Inspection Application #: 08-614 Application Type: NEW OFFICES, BANKS, ETC. Status I ; Plan Tracking Status Inspections for Permit Number. 000 NE0 0 00 - BUILDING PERMIT - Schedule 1 Cancel i Inspections i Submit FRAME WITH WINDOW/•DOOR FASTEN Application Inspection type/sequence: 0002 Email Us Inspector assigned: RODGER ADDISON Lo Off ' B Schedule Date: 06/02/09 Results Date: 06/02/09 I ' Results Status: DISAPPROVED WITH PENALTY Iit I Request Comments: Yvette 407.688 .2317 :I Result Comments: ! 06/02/2009 03:33 PM 147 PDA , 1)no door & window specs. 2) rear porch beam not supported at block wall. 3)no fasteners in door header and I I threshold. 4) missing nail plates on plumbing and l electrical. 5) floor trusses not strapped in many t ;•; locations. 6) missing 2x4 lookouts at outside gable end. 7)stairs not per plans. 8) window headers not strapped. 9) wood structural note # 3 stud location 5" from roof truss. 10) frame to concrete blk connection not per plans. ; 11)door down stairs not installed. 12) provide detail for concrete stairs. 13) engineers letter for floor trusses some cut, some no rim board) I i I VvrlSlgn i I vERlrr i I ii: i ABOUT SSL CERTIFICATES Please read our Privacy and Security Policy (MS -WORD) (PDF) and our Refund Policy (MS -WORD) F i Sanford, Florida - Waterfront Gateway to Central Florida 1 Copyright r, City of Sanford, Florida. All lights reserved. Please see disclaimer. This site best viewed at 800 by 600 resolution. ---•- questions or Comments? Contact the City Webmaster https://egov.sanfordfl.gov/Cl ick2GovBP/InspectionStatusB..jsp?permitTypeCodeDescriptio... 6/7/2010 CANS S PLATE W— N I I --, `U4 RT. GOLF IL 9 CiaA - - CAH CODE EDITION PB RYTaCG . . L'AR WORD PIPE MUST PADS UM POOTN DOW PIPE MAY PADS OO,OW POMM' D am OALW lays IESARD • I -STY 40, 1xT• M. EMI®O.I PIP E y I• / laps mwm • 3 -STT 11 1 {R'm I M y” 1 R/Ilti/ Fr, F -?4 MAT VARY IUDAlm AMIM DETAILy REMAR R 9 1 STORY U 7" GTRUCME DT OIGr/INCCMe P/14TOR 4 VmAW - nPly-ftm' •nb FW , me -cam CAT. s• . GOLL Oltl W IA00 PEP WLm HMW OTNG!WSE OLD101107 LEGS THEM M Ram VELOGIfY OF wo PW , ROOF ORAD LOAD • ID PGP , RDW LM LDAD • W PEP , NO GHCAR OLALLS TIC OGp SHALL m (EDW PEP • (.Juw PEP U 9 S Alm 4ARAOS DOOM TO W MSWW TO MMT W AIL FLOOR CACAOS TO DE W 4000 PSI COHCp81E PLANT MD( MDL 41 TWX am pow -mm HEINIV1CQlNt CH G 11IL POLY. VAPOR- DARRIER OMIT 7E NME TFIMATW CO PA=W CLEAN KJ - 4J POOL-FCa11 WINFORCEPENT - PlEDN MWLL OR IV TO %• GOLLAT® POLTPROPYtaC PIOCIA IEIOAI® DOSA E RATE GHALL W AD SF90F D BY TWO MIMPAGR/RR FIRM SWN.L EE ICm N 6TRIGT ADCOROAKIM WTH THC MNGa1AC71611118l'G WMr4 T- MCATIO W AND WHIM TIC TDs SPP.CV W N . ASTM CM • TYPS 111 A D AND WIN APPLIC.ADLE OU.DNO DOOM CtRrlHCATIOH OF COI'rLLANCE SHALL DS HAVE AVAe AW ON RWIeT. STANDARD AGI DAWD PROCEDUss POR PLACN4 PNMQft AND C1#NO ON" W POLLVWW WED/ UWU PEN 0dlSH COCWTE, DJ OGNdCTE MUO r Wits 014LL MW •ASTM CW GJ MORTOR TD W TYPE TTOt 10%OR= TO SE 7800 PEI •7S DAYL 1J MAS0IGGY CLENCUTS REOLRI® • GROUT GREATER THAN "A (G) W WRAP TO W • DTH GRADE 40, WIN MDL LAP W W. USS L• OARS CORHM AND STANDARD MOM • CHAINS! N DDEGTION W OYR OD. CSILNO SNAIL DE MALLEa • T• OG. WTH Dd NADA GYP: ED. UWL! BULL 0E MA LEP • GM OO. WN Od MALLE& wi UPLPT OONCGT IS TO PROVDR OONTMITY RCPT RDOP 11"mED TM I PLATES TO GLAD ANO POUDATON PCD DCLOGID DETAL& I I N Q•OJ(T ANCHOR ALTERNATIVE, Ti1GHAOM ANCHOR ICD MAY pE UNP N LEU W ANCHOR DOLTS FOR UR AS PLATR ANLTHOW OR IN/!CJIIC ANCHOM TWO POLLOWNO CRITERIA PLOT OR 1.107. 44cwm GLE CLG16 HLDLS 0120 MR HOLM DEPTH I M• y. y M• I e• I APTER HOLE Is DRILLED. ALL CONCRETE OUST FIDT OR RO'1DVw PIIIOR W EPGW NDTALLATICK THREADED ROD TO M MK AM i OVAL AND FROM W POW OR R EAM LOAD ON ROD CANNOT OR APPLIOD UNTIL. MOWS MER NDTALLATCH, 7 C XV-CMfT O"OW TEEN M47MAL TO OO MDS9 PER W& OWC?101N. i WOOD STRUCTURAL NOTES U ALL WOOD TO ED SPEGPD OROU! AM GRACE AD NOW 901= DA1.1110PD W)00 NOT TO DD UND. IJ ALL SIRLGTIWAL LU7 M SHALL DE GP (HPM=-PDC•PW VJ OR ourmt WLEGG OTH EREGE Now (PRE -OND Tlexm D041Dm) aJ WTIp0 TO W LOCATED WTHN D• W HOOP ARM LOCATION& V SHIP JOINT N DTFUMATAL DGMA TOP PLATE TO W CFFW AT LEAST 4•. 6TRIM.9UGAL DOIItI A PLATES TO M NAILED • 0. O.C. W PLYWOD OR OED. OIALL SHP.ATHNO NAIL PATTRRN•TO W Wd • or- uLLm c n mgwm NDIED. GJ HINDER W HI ADRR Or" AND ADJACEHT RLL LMftTH Caps PER WLL AHD MSAPW 071V I1250MI RENT GCH1®I A , I I V IWC 1• HOLE DRILLED INTO mli W R G71c CnPAL STps, W VOL GTUOD a 5 LTD W SHEAR GALL i+ W WHEN ANC>IHDRNO MLTIPLR W70D Ti" T00E7HeR THC LBUTH OF ' H.Nowsu C STRAP mw DE CCfTE1sD. ti WJ NAIL PATTERN -OCURS PI AT15 o• OG CUMMI1E GPLICB TONT G NOTR4)• '• DOCW STUlD • • Or_; • OOICLE OR TRMPLE HOADER • 6. O6 • LE)GD E• OC_ NIe LATE HCADRR TO GTW • 4. OLEA HSA XW MD70CR GTR TO TOP OR OORO1 PLATS . (7)1id 7FGU PLATS OR (2) IGd EA SRS TOS -MALL® TO PLATIL L) ROCP SCATUM TO W 1TK WW- PLYW70D OR •HAG• OAJL NALLED PER ROW NALNO PATIEIN OVA L. W FLOOR GHSATNI NO TO OR MDL 2NN' PLTW70D HAILED • G• OG. • NDOS AHD D• 06. NTERIDIATIL d W AL BOOR TIER TO W END OLpDI®i W'ARDO LOGATWIN D ' HAILNO GPEOP® TO OE APPLIED OY NAIL am Ot FWGIALLY. W TRULIG ORACNO PER 7ma 1WYIlikaw4 S OnAOOCS. I I S-1 Job Truss Truss Type Ory Ply Landmark Const 72873681 OB 0872 FA FLOOR 1 1 Job Reference o /tonal 7 030 s Jan 3 2008 MTek Industries. Inc. Tue Jan 29 15:49 52 2008 Page HD Supply, Sanford, Florida 32777 i I Scale = 1"39.3 3x6 FP= 30 11 30 = 3x4 If 1 2 3 4 5 6 7 8 9 10 I1 12 13 14 15 18 17 18 19 LL" MENEM JMLLL a" 39 36 37 38 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 II 3x8 FP= 3x4 II 23.3-8 23-3.8 Plate Offsets X Y: 1.Ed a 0-1-8 39.Ed a 0-1-8 LOADING (psf) SPACING 1-4-0 C51 DEFL in (loc) Well Ud PLATES GRIP TCLL 400 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 002 Horz(TL) 0.00 20 n/a n/a Weight. 103 Ib BCDL 5.0 Code FBC2004/TPI2002 Matrix) UMBER BRACING TOP CHORD 4 X 2 SYP No 2ND TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No 2ND end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) 39=38/23-3-8, 20=11/23-3.8, 38=99/23-3-8, 37=98/23-3-8.36=98/23-38, 35=98/23-3-8, 34=98/23-3-8, 32=98/23-3-8, 31=98/233.8, 30=98/23-3-8. 29=98/23.3.8, 28=98/23-3.8, 27=98/23-3-8, 26=98/23-3-8, 25=98/23-3-8, 24=98/23-3-8, 23=97/23-3-8. 22=102/23-3-8, 21=71/23-3-8 I FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-39=-35/0, 19-20=-7/0.1-2=-3/0, 2-3=-3/0, 3.4=-310, 4-5=-310, 5-6=-310, 6-7=-3/0, 7-8=-310, 8-9=-310,9-10=-3/0, 10-11=-3/0 15-16=-3/0,16-17=-3/0,17-18=-3/0,18-19=-3/011-12=-3/0,12-13=-310,13-14=-310,14-15=-3/D, BOT CHORD ' 38-39=0/3, 37-38=0/3, 36-37=0/3, 35-36=0/3, 34-35=0/3, 33-34=0/3, 32.33=0/3, 31-32=0/3, 30-31=0/3, 29-30=0/3, 28-29=0/3, 27-28=013, 26-27=0/3, 25-26=0/3,24-25=0/3,23-24=0/3, 22-23=0/3, 21-22=0/3, 20-21=0/3 WEBS 2-38=-9010. 3-37=-89/0, 4-36=-89/0, 5-35=-8910.8-34=$910, 7-32=-8910, 8-31=-89/0, 9-30=•89/0, 10-29=-89/0, 11-28=-89/0, 12-27=-89/0,13-26=-89/0,14-25=.89/0,15-24=-89/0, i6-23=-88/0,17-22=-9210,18-21=-6810 I NOTES (6) t 1 i.., s .. E i•, . :) , 1) All plates are 1x4 MT20 unless otherwise indicated. . 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i e. diagonal.web). 4) Gable studs spaced at 1.4-0 oc. 5) Recommend 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Sirongbacks to be attached to walls at their outer ends or restrained by other means. 6) Designed by JS LOAD CASE(S) Standard t Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.k5555 January 30,200 e. y. r. YtFhNIL'G'vcdry u:,)n;.h.rruo,•;.:I PEAU :: S iu1SM15 ID ICI UND RGFM; Ip CErEPGtc:E PACT RE1a• IUati I1ETGP.0 U.F. Design voted los use only vvilh Mitek or Robbins connectors. This design is bosed only upon parameters shown. and is for on individual building componenl Applicability of design poromenlers and proper incorporotron of component b iesponsibitfly of budding designer - not truss designer Bracing shownisforlateralsupportofindividualwebmembersonly. Additional temporary bracing to insure slobiliy during construction is the responsibilliy, of the erector. Additional permanent bracing of the overall structure is the responsibility, of the budding designer For general guidance regardingfabrication. quality control. storage, delivery. erection and bracing. consult ANSI/TPII Quality C1llerio. DS11•89 and BCSII Building Component Safety Information ovodoble from Truss Plate Institute. 583 VOnolrio Drive. Madison. W153719. ffff— 74910a, balls 6904 Perko East Blvd. Tempe, Fl. 33610 Job Truss Truss Type Oly Ply Landmark Const T2873682 06-0672 FB FLOOR 8 1 Job Reference (optional) HD Supply,Sanford, Florida 32771 t 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 29 15:49'52 2008 Page 1 1 i 13--0_I 11 ." 1 2F - -0-o I 11- 3-8 Scale = 1:36.9 I I I 1x4 11 4x6= , 10 II 34 FP= 4x6 = 1 2 3 4 5 6 7 5 9 10 11 12 13 l 28 25 24 23 22 21 20 t9 16 17 16 t a 4x4= 3x 10MT20HFP= 1x41) 1x411 3x6= 4x4= , 3x6 = 11-9.0 1.6.0 ' 4-0.0 9.1.810.7.6 t -0 12.9-0 14.2-0 19.3.6 21-9.6 23.3.8 1.6.0 2.6-0 5.1.8 1.6-0 0•1-8 1.0.0 1-5-0 5-1.8 2.8-0 1-6-0 1.0.0 Plate Offsets KY): : 1.Ed a 0-1.8 6:0-1-8 Ede .0-1-8 Ede 26:Ed a 0-1-8 LOADING (psf) SPACING 14.0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0 52 Vert(LL) -0.42 20 >651 480 MT20 244/190 TCDL 10.0 Lumber Increase 100 BC 1.00 Vert(TL) -0.66 19-20 >417 240 MT20H 187/143 BCLL • 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.10 14 n/a n/a BCDL 5.0 Code FBC20D4rrPI2002 (Matrix) Weight: 122 Ib LUMBER I BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 641-0 oc purlins, except BOT CHORb '4 X 2 SYP No.2ND'Except* end verticals. 114-22 4 X 2 SYP No.2D ! BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 2-2-0 oc bracing: 2D-21,19-20.18-19. REACTIONS ,(Ib/size) 26=84510-7-0,14=845/Mechanical FORCES (lb)' Maximum Compression/Maximum Tension TOP CHORD ; : 1-26=-840/0, 13-14=-840/0, 1-2=-876/0, 2-3=-2235/0, 34=-3233/0, 4-5=-3233/0, 5-6=-3799/0, 6-7=4008/0, 7-8=-3802/0, 8-9=-3235/0,9-10=-3235f0, 10-11=-3235/0,11-12=-2235/0.12-13=-876/0 BOT CHORD 25-26=0/0, 24-25=0/1659, 23-24=0/2794, 22-23=0/3613, 21-22=0/3613.20-21=0/4008, 19-20=0/4008, 18-19=0/4008, 1 17-18=0/3606,16.17=0/2794.15-16=0/1658.14-15=0/0 WEBS , 6-20=-150/160, 7-19=-149/187, 1-25=0/1166, 2.25=-1089/0, 2-24=0/802. 3-24=-777/0.3-23=0/597, 4-23=-3810. 5-23=-516/0• 5-21=0/367, 6-21=.516/86,13-15=0/1166,12-15=-1088/D, 12-16=0/802, 11-16=-777/0,11-17=0/599,10-17=4610, 8-17=-50510,8-18=0/385.7-18=-524/83 NOTES: fig) .., i.. a , ...... .. n•r.. . ..., i..'d.. . 1 I•i: n s. 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise Indicated. 4) Refer to girder(s) for truss to truss connections 5) Recommend 2x8 slrongbacks, on edge, spaced a1 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic 443409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.95555 January 30,200 s`]R.1.7c.: ....:t::,c•l:.iii.'.....,....:r__.....ii.•:e....i.?. .:r .e;'. u ._tet '•...u:3.,. ...._.,_. .. .. ..r.. D V!•il•Hrl.i•Jtilll tl:^p••r;.n_Ie:i O.•7 hiAD':CRCs ONT"115 AND II If•11111 Di.C'•P,r•I: 11"VILML eAUL 1. U-1 w U41 -J-1 u.L. Design valid lar use only wells MITek or Robbins connectors. This design is loosed only upon parameters shown. and is for on individual building component Applicability of design poromenlers and proper incorporation of component is responsibility of budding designer - not truss designer Bracing shown - - is for lateral support of individual web members arty. Additional temporary bracing to insure stability during conslrUClion is the responsibility of the erector Additional permanent bracing of the overall structure is the responsiblity dl the budding designer. For general guidance regarding fabrication. quality control. storage. delivery, erection and bracing. consult ANSI/TPII OuaflN CrBedo. DSB-89 and BCSII Building Component 6904 Parke East Blvd. Safety Inlorm011011 available from Truss Plate Institute. 583 D'Onolrio Dine. Madison. W15371V. Temps, FL 33610 Job Truss Truss Type : I qty Ply Landmark Const T2873683 06-0672 FC ` FLOOR 10 1 Job Reference o tionat HD Supply, Sanford. Florida 32771 i 7.030 s Jan 3 2008 MTek Industries, Inc Tue Jan 29 15 49 53 2008 Page 11-- 3-0 i' 1.6.0 2.0.0 1-7-0 I Scale = 1:39 4 I 1x4 II 4x6 = 1x4 If 3x6 FP= 44 = 1 1 2 3 4 5 6 7 8 9 10 n 12 13 I9 26 25 24 23 22 21 20 19 1S 17 16 15 14 40 = 3x10 MT20H FP = 10 II 1x4 II 3x6 = 40 = I 3x6 = t 1 • 1 ' 1 t 11.9-0 12-10-a 1.6-0 4-0-0 !9.1-0' IG -7-8121V-0 12.9-0 14.5-0 19-7-0 I Il 22.1-0 23.7-0 I i— 1.801 2.6-0 51-8 1.8-0 0-1-0 1-0-0 1.7-0 5-1-0 2.6-0 1-0-0 1-0-0 0.1.8 Plate OffsetsX Y 1,Ed a 0-1-0 6:0-1-8 Ede 7:0-1-8 Ede 26: Ed a 0-1-8 A1 LOADING (psr) SPACING 1-0-0 ! CSI : DEFL in (loc) I/deo Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 1 TC 0.54 Verl(LL) -0.44 19-20 >643 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC '0.88 Vert(TL) -0.68 19-20 >411 240 MT20H 187/143 BCLL 0 0 Rep Stress Incr YES WB ; 0.47 Horz(TL) 0.10 -14 n/a n/a BCDL 5.0 Code FBC20041TP12002 (Matrix) Weight. 123 Ib LUMBER 1 1 j BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2ND *Except' i end verticals. , 14-22 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 4 X 2 SYP No 3 I REACTIONS (Ib/size) 26=856/0-7-0,14=856/D-4-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-851/0,13-14=-850/1), 1-2=-888/0, 2-3=-2269/0, 3-4=-3291/0, 4-5=-3291/0, 5.6=-3877/0, 6-7=-4112/0, 7-8=-3877/0, 8-9=-3289/0.9.10=-3289/0, 10-11=-3289/D, 11-12=-226910,12-13=-88810 BOT CHORD 25-26=0/0, 24-25=0/1682, 23-24=0/2839, 22-23=0/3680: 21-22=0/3680, 20-21=0/4112, 19-20=0/4112, 18-19=0/4112, 1 17-18=013683.16-17=012839. 15-16=0/1681, 14-15=0/01 WEBS i 6-20=-148/178,7-19=-150/168,1-25=0/1182,2.25=-1104/0, 2-24=0/817,3.24=-793/0,3-23=0/614,4.23=-40/0,5-23=-528/0, 5-21=0/381, 6-21=-549/75, 13-15=0/11182,112-15=4 10410, 12-16=0/818,11-16=-793/0,11-17=0/610,10-17=-3-3/0, 8.17=-536/0, 8.18=0/374, 7-18=-547/77 NOTES` • (5) { :.: ! . 1 .._.. .J.., ; r 1 . .. +•i .. .:.i,.l c:%. r .t, .. :1 .. ..:, ^i i ,..r . _ .,;: 3.. ... , .. 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Ced.#5555 January 30,200 1r.:.::L' is C.y1:.::u t.i:..L W:.i:N::r_.:,.•lY[ilY:..*::.t.:d'sl:t:aao::.s-^. .,a J:w.rrr:r rr.... .. ... _.... n ... ...-..,_. ..........r.+..... yr6[JI.IG pnL dtc,;r o5mnem a me PT AD 0:114:$ ACID 1:IU1lrirn FtlIttim;RDEF:F1aCr. mil. REPO ,J''-rV%AElt",E. Design void for use only with Milek or Robbins connectors. This design is based only upon poromeleis shown. and is lot on individual building componenl. ApplicobiGiy of design poromenlers and proper incorporation of component is responsibility of building designer - nol truss designer. Bracing shown is lot lateral support aI individual web members only. Additional temporary btocing to insure stability during consiruc lion Is the respowbillily 01 the erector. Additional permanent doting of the overall structure is the responsibility of the budding designer. For general guidance regarding lobricotion. gvolity control. sloroge. delivery, erec lion and bracing. consult ANSI/TPI] Oualily Crtlerla, DS9-89 and SCSI] Building Component Solely Information ovodoble from Truss Plate Inslitule. 563 D'Onoino Wive. Madison. wl 53719. 6904 Parke East Blvd. Tempo, FL 33610 Job Truss Truss TypeOly Ply ' Landmark Const 72873684 672 FD FLOOR 8 1 1 Job Reference o Ilona/ rHHDSupply, Sanford, Florida 32771 i 7.030 is Jan 3 2008 MTek Industries, Inc. Tue Jan 29 15:49.54 2008 Page 113-0 o'n z -0•o ANO I Scale = 1.46.9 I Us FP= 3x8 FP= axe II 4x6 II ( 4x6 11 I , 4x6 II 6x6 = 1 2 3 4• 5 6 7 a ,9 10 11 I 12 13 14 15 16 17 I 32 31 30 29 28 27 ' 26 25 24 23 t 22 ; 21 2 ' 0 19 1B n 3x4 II ' 4x6 = 4x4 = 3x4 = 5x5 = 3x10 MT20H FP= 3x4 = 4x4 = 44 = 30 11 20 SP= 30 = 1x4 II r 54 = r 1 I 10.9-0 13.1.6 1-6-0 4.0-0 9.1.8 10-7.0' 11-9-0 12.9-0 15.7.6 18.1.8 23-3-0 25.9-0 27-3-0 1.80 2-8-0 5.1.8 1.8-00-1.8 1-0-0 2.6.0 2.6-0 5.1-0 2$0 1-6-0 r 1-0-0 0-4-8 Plate Offsets KY): : 27.0-1-8 Ed a 32:Ed a 0-1 ! LOADING (psf) SPACING 14-0 I CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.01 Plates Increase 1.00 TC 0.54 Ven(LL) -0.64 25 >506 480 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 081 Ven(TL) -1.00 25 >324 240 MT20H 187/143 BCLL 0.0, Rep Stresslncr YES WB 0.57 Horz(TL) 0.15 18 n/a We BCDL 5.0• Code FBC2004/TP12002 Matrix) Weight, 1801b UMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins, except BOT CHORD 4 X 2 SYP SS end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 32=990/0-7-0,18=990/04-0 FORCES (Ib) -Maximum Compression/Maximum Tension 1 TOP CHORD 1-32=-98510,17-18--:-985/0,1-2=-1097/0,2-3=-2843/0, 34=422910,4-5=4229/0, 5-6=-5137/0, 8-7=-5137/0, 7-8=-5681/0, 8-9=-5681/0,9-10=-575710, 10-11=-5669/0, 11-12=-5146/0, 12-13=5146/0, 13-14=-4226/0, 14-15`-422810, 15-16=-2843/0, 16-17=-1096/0 BOT CHORD 31-32=-0/0, 30.31=0/2079, 29-30=0/3589, 28-29=0/4770, 27-28=0/5536, 26-27=0/5681, 25-26=0/5681, 24-25=0/5820, 23-24=015820, 22-23=0/5501, 21-22=0/4773, 2D-21=013588,19-20=0/2079,18-19=0/0 WEBS ( 8-27=-807/135.9-26=467/130.1-31=0/1427, 2-31=-1332/0, 2-30=0/1036, 3-30=-101310, 3-29=0/849.4-29=-6310. 5 -29=-719/0,5-28=0/531,7.28=-626/0,7-27=-178/1022,17-19=0/1427, 16-19=-lMO, 16-20=0/1037,15-20=-101110, 15-21=0/847, 14-21=-63/0, 13-21=-726/0, 13-22=0/508, 11-22=-481/0, 11-23=0/295, 10-23=-271/0, 10-25=-320/299, I 9-25=-298/625 i NOTES (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Required 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 5) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering t• 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 JJ.: L•rji.:l'J Y•-..ilunJ 7VLr:. L•iiJfSxw.L:.l+ i'J:,:i.L..:wEJ;trif•.1!u.H:._•.•curs.:tiG'.rGi114Y•1+r'.L:il,iLi14¢Yi i,: Jim:91,1:J^ns'-e16 1'JNS.'s:L/sT.L v y,tr nr•OrIG•l'e:dy.lc>rpr;:.uam.rvn Y•.tI CEAr): DOTES a: I THIS AHD INCLUDED C{10001541FERFI ICE MIA I-E10•!0-IX.!EFOIIE USE. Design valid for use only wilh Mlek or Robbins conneclon. This design is based only upon parameters shown, and is lot on individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of bull" designer - not buss designer. Bracing Shown is lot l0ler0l support of individual web members only. Addilionol temporary bracing to insure slobdlly during construction is the responslblll!y of the erector. Additional permanent bracing of the overall structure is the responsibYrty of the building designer. For general guidance regarding lobricolron. quobty conlrol. sloroge. delivery, erection and bracing. consL4t ANSI/FPII Quality Criteria, DSe-89 and BCSII Building Component Safely Information available from Truss Plate Institute. 583 D'Onolrb Drive. Madison. WI 53719. no 65- Iowa, 0904 Parko Eam Blvd. Tempa, FL 33610 Job Truss Truss Type PlyLandmark Const 72873685 06-0672 FE FLOOR joly 1 1I Job Reference o !tonal HD Supply, Sanford, Florida 32771 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 29 15.49:55 2008 Page 113'0-I 1 1=°'0 i 1 1 9.0 Scale = 1.46 7 r I, 4xB = 3x6 = , + 10 11 1 3x6, FP= 1x4 II 3x6 = 1 2 !3 4 5 6 7 a 9 10 11 12 13 14 Vf i sryl 29 ' 2e 27 26 25 24' ;231 22: 21 20 19 16 17 16 15 3x6 II 4x8 11 34 II 3x8 11 's II 3x6 11 it 3x8 11 54 11 4x8 = 1x4 II I li 3x8 FP= ii ir , I i . 1.6.0 44)-0 6.6-0 12.3-0 14-9-0 16-3.0 17.8-0 23.3-0 25.9-0 27.3-0 1.6-0 2-6-0 2.6-0 5.9-0 2.6-0 11.6.0 1.3-0 5-9-0 2.6-0 1.6-0 Plate Offsets X Y : 4:0-1-0 Ed a 12'0.1-8 Ede 19.0-1-8Ed e 1 LOADING(ps.Q SPACING 2-" CSI. DEFL ', in (loc) I/deff Ud PLATES GRIP TCLL 40.0 Plates Increase 100 TC , 0.69 Vert(Lb) • -0.16 25-26 >999 480 MT20 244/190 TCDL • 10 0 Lumber Increase 1.00 BC 0.79 Vert( C) -0.24 25-26 >793 240 1 BCLL 0 0 Rep Stress Incr YES WB 1.0.52 Horz(TL) 0.03 15 n/a nla BCDL 5'0 Code FBC2004/TPI2002 Matrix) WeighL 183 Ib LUMBER I BRACING TOP CHORD' 4, X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins, except BOT CHORD'4 X 2 SYP No 2ND end verticals. WEBS ." 4 X 2 SYP No.3 I BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing: 1 REACTIONS '(Ib/size) 29=79210-7-0.15=497/0-4-0,21=1681/0-8-0 Max Grav29=811(LC 7), 15=564(LC 3), 21=1681(LC 1) t FORCES (lb) - Maximum Compression/Maximum Tension ; TOP CHORD: 1-29=-80410,14-15=-55610,1-2=-837/0.2-3=-20 00/0, =-2525/0.4-5=-2502/0,"=-2502/0,6-7=-147310,7-8=-59/319, I: 8-9=-59/319,9-10=-222/625, 10 -11=-1130/126,11-12=-,!'1130/.126,12-13=-1098/0,;13-14=-519/0 BOT CHORD' 28-29=-0/0, 27-28=0/1573, 26-27=0/2411, 25-26=0/2502, 24-25=0/2502, 23-24=0/2057, 22-23=0/917, 21-22=-1308/0, i 20 -21= -1137/0,19 -20= -401/752,18-19=-126/1130,17-18=-126/1130,16-17=0/978,15-16=0/0 WEBS 9-21=-166810,1-28=0/1089, 9-22=0/1289,2-28=-998/0,7-22=-1 189/0. 2-27=0/580, 7-23=0!798, 3-27=-558/0, 6-23=-853/0, 1 3-26=0/234, 6.24=0!756, 4-26=-212/266, 4.25=-301/13,15.24=-24510, 14-16=0/691; 9.20=0/855,13-16=-63910,10-20=-834/0 13-17=-81/167, 10-19=0/744, 12-17=43/204, 11-19=418/0, 12-18=-205/0 t • I .. ::. ;; .. ;t ..0 .. •_ . ,_ . , , . NOTES (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise Indicated 3) Recommend 2x6 slrongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. , 5) Designed by JS LOAD CASE(S) Standard I i Lyndon F. Schmidt, FL Lic )143409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 Fri:pis•..c='s=.1:,iY.:.s:arfiJ`11r.':;..:.2 .rrsl:L.u.:.. ".:.:..-.:.-f::.sw.:,,ra.sxsu:+:r-au:;c•:,r.:s:=....:..w,u..v.:. ..._..,.a.. ....,............. f(1, v. A9::u„ va•r;a::.,n roar„i,as+: 4i,d I,F U.,OI ES •^NLnS Al ID INC, IIVEU CpR6116hiFEr+Cf.CF"AGE RE,o n1•n6 DCFoilL V.C. ' Design vol,d lot use only with Mitek or Robbins connector$. This design is based only upon po,omelers shown. and is for on individual building component. Applicability of design paromenlers and proper incorporolion of component is respons,bbly of budding designer - not truss designer. Bracing shown is for lateral support of indwiduol web members only. Additional temporary bracing to Insure stability owing construction is the respons,billity or the erector. Additional permanent brocing of the overall structure is the responsibility of the buld,ng designer. For general guidance regarding lobricol+on, quality control, storage. dekvery, erection and bracing, consult ' ANSI/T911 Quality Criteria, DSO -89 and BCSn Building Component Solely Information available from Truss Pole Institute. 583 D'Onolno D&e. Modson. WI 53719 - 6604 Parks East Blvd. Tamps, FL 33610 Job Truss i Truss Type Oly PlyLandmark Const T2873686 06.0672 FF !FLOOR 3 1 Job Reference o tional HD Supply, Sanford, Florida 32771 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 29 15.49:55 2008 Page r 1-3-0 1.10.0 Scale = 1.18.6 1.4 II 3x8 = 1 3x6 = 2 3 i• 4 5 6 I 1z t it ! to 9 e 1x4 II t t•8-0 7-4-0 9-10-0 11-4-0 t •6-0 -1-IG-0 2.6.0 1-6•0 Plate Offsets X Y : 4:0-1-8 Ede 11:0-1-8 Ede 13:Ed a 0-1.8 LOADING(pso SPACING 2-0411. CSI ;, DEFL in loc) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase 100 TC 0.47 Vert(LL) -0.09 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Verl(TL) -0.13 9-10 >999 240 BCLL 0 0 Rep Stress Incr YES, WB ; 0.30 Horz(TL) 0.02 7 n/a Na BCDL 5.0 Code FBC20041rP12002 Matrix) Weight: 61 Ib LUMBER BRACING TOP CHORD 4 112 SYP No.2ND ! TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1 BOT CHORD 4 X 2 SYP No.2ND end verticals. WEBS' 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS (lb/size) 13=610/0-", 7=610/04-0 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-596/0, 6-7=-602/0, 1-2=-551/0, 2-3=-1357/0, 3.4=-1357/0, 4-5=-1247/0, 5-6=-570/0 BOT CHORD • 12-13=-0/0, 11-12=0/1059, 10-11=0/1357, 9-10=0/1357, 8-9=0/1073, 7-8=0/0 WEBS 6-8=0/759, 1-12=0/734, 5.8=-700/0, 2-12=-706/0, 5-9=0/281, 2-11=0/527, 4-9=-279/0, 3-11=-232/0, 4-10=-125/39 NOTES (4) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 4) D'esigne'd tiy'JS• .. ::•e ..;..., .,....L::n :...,:...- ........ LOAD CASE(S) Standard Lyndon F Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 SG.. 4 ..,L...-. -i.- /, - 3•.Qt ' %.: .. `:•I Ti rr Y :Lr a-. • w 1.•.Y ' v:axlnnG•vc•riv deayr.oaar::.,s an,: n[hn r.0TE50n Tsuy rd U u+rn+Dkr n00t.r+:1er'E rElaE rrtGE kE17 10-u6600REuSC Design volid for use only with mlek or Robbins connectors. This design is based only upon parameters shown. and is Ia on individual building component.ftp °'4t, ;i. k14 Or Applicability OI design poromenlen and proper incorporation of component is responsibility of building designer - not truss designer Bracing shown + is for lateral support of individual web members only. Addilionol temporary bracing to insure stability during construction 0 the responsib+lhly of the I erecl0F. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fobrncolnon. quality control, storage. delivery, erection and bracing. consult ANSI/TFII Quality Cdleda, DSS -S9 and SCSI] Building Component 6904 Parke East Blvd, Safety Information available Irom Truss Plate Institute. 503 D'Onofrlo Drive. Madison. col 53719. I Tomp4, FL 33510 JobIFG Tru 06-0672 FLOOR 1 1 Job Reference (optional) 7.030 s Jan 3 2008 MTek Industries. it t 2 3 4 5 6 7 e T2872 9 15.49 55 2008 P Scale = 1 1 3x4 II 9 10 I 11.4-0 t 11.4-0 LOADING (psi) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber Increase 1:00 BC 002 Vert(rL) n/a n1a 999 BCLL 1 0.0 Rep Stress Incr NO WB 0.03 Horz(rL) 0.00 11 n/a n/a BCDL i 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 53 lb LUMBER 1 BRACING TOP CHORD 4 X 2 SYP No.2ND t: TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins, except BOT CHORD 4 X 2 SYP No 2ND i I end verticals. WEBS: 4 X 2 SYP No 3 1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 4 X 2 SYP No.3 i REACTIONS (lb/size) 20=58/11-4-0, 11=20/114-0, 19=149/114-0, 18=146/11.4-0, 17=147/114-0, 16=147/114-0, 15=147/11.4-0, 14=145/11-0-0, 13=153/11-4-0, 12=108/11-4-0 FORCES. (lb) - Maximum Compression/Maximum,Tension TOP CHORD 1-20=-53/0, 10-11=-13/0, 1-2=-5/0, 2-3=-5/0, 3.4=-5/0, 4-5=-5/0, 5-6=-5/0, 6-7=-5/U, 7-8=-5/0, 8-9=-5/0, 9-10=-5/0 BOT CHORD 19-20=0/5, 18-19=0/5, 17-18=0/5: 16-17=0/5, 15-16=0/5, 14-15=0/5, 13-14=0/5, 12-13=0/5, 11-12=0/5 WEBS' 2-19=-135/0,3-18=-133/0,4-17=-133/0,5-16=-133/0,6-15=-134/0, 7-14=-132/0,8-13=-139/0,9-12=-103/0 NOTES (6) 1) All plates are 1x4 MT20 unless otherwise indicated 2) Gable requires continuous bottom chord bearing. 3) Truss to be, fully sheathed from one face or secuiely braced again;, lateral moyement.,(i a diagonal web), , . • , . , / ;, ,., _ r, _ r 4) Gable'siulls spaced -4al1-0 oc. ' ' 5) Recommend 2x8 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, Fl, 33610 FL Cert.#5555 i January 30,20( a WARNrNG • v.:dy de;g, prair iris anti hEA; • ry lES all F1,115 AND INCLVVEn 10.-00.!15 RFrLNFNQ PAGE HE 10• WIlA lvn)RL tisk. r..r `-- `r•yv.--= - I YY+ ' •-r`•yY Design volid for use only with Wek or Robbins connectors This design is based only upon poiamelers shown, and is lot on individual budding component. ,;, ,1 •fir;. + , Applicability of design paramenlers and proper Incorparalbn of component Is responsib0ily of budding designer - not truss designer Bracing shown - is lot lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibillrly, of the 'moi• erector Additional permanent doting of the overall structure is the responsibility of the budding designer For general guidance regarding lobncolion, quotily conlrol. slorage. delivery. ereclion and bFocing, consult ANSI/11`11 Quality Clllelo, 055-69 and ECSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive. Perks Eesl Blvd. ve. Madison. VA 53719. Tampa. Parke 33510 ass Job russ Truss TypeLandmark Cons) 72877688 08.0872 FGn FLOOR 1 " fL Job Reference (optional) ND Supply, Sanlord, Florida 32771 7.020 s Nov 9 2007 M1Tek Induslrles. Inc. True Jan 29 17 54'42 2005 Page 1 1 3-2.8 6.3.4 94-0 12-4-12 15-5-8 18-8-0 3-2.8 3-0-12 3-0.12 3-0-12 3-0-12 3-2-8 Scale, 318'=1' 1 4x8 = 3x6 = 3x6 = 2x4 II 3x8 = 3x8 = 44 = t 2 3 4 5 6 7 tj 1 , is 13 15 17 12 1 11 10 1B t9 9 20 3x4 II 3x6 = Ulf = WTI = •34 = 3x8 = 30 II 1I 3-2-8 6-3.4 9.4-0 124-12 15-5-8 I 18-8-0 3-2-8 3-0-12 3-0-12 3-0.12 3-0-12 3-2.8 LOADING, (psf) SPACING 2.0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL ,40.0 Plates Increase 1.00 TC! 0.62 Vert(LL) -0.24 11 >919 360 MT26 j 244/190 TCDL '10.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.34 11 >648 240 BCLL . '10,0 Rep Stress Incr NO WB 0.51 Horz(fL) 0.03 8 n/a n/a BCDL 5;0 Code FBC2004/TPI2002 (Matrix) Weight: 233 lb LUMBER ' ' j I BRACING TOP CHORD • 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins, BOT CHORD: 2 X 6 SYP No 2 I except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS- (Ib/size) 14=1624/0-7-0.8=1554/0-7-v FORCES (Ib) - Maximum Compression/Maximum Tension i 1 TOP CHORD 1-14=-1193/0, 1-2=-3793/0, 2-3=-5959/0, 3-4=-651210,4- 5= 8512/0, 5-6=-5959/0,6-7=-3793/0, 7.8=-1193/0 BOT CHORD 14-15=0!746,13-15=0/746,13.16=0/3793,16-17=0/3793,12-17=0/3793,11-12=0/5959,10-11=0/5959, 10-18=0/3793,18-19=0/3793,9-19=0/3793,9-20=0/746,8-20=0/746 WEBS 1-13=0/3169, 2-13=-771/0, 2-12=0/2253, 3-12=446/0, 3.11=0/575, 4-11=-312/0, 5-11=0/574, 5-10=446/0, 6-10=012253,6-9=-771/0,7-9=0/3169 i NOTES (7) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc ; Bottorh*666rds connected as follows. 2 X 6 - 2 rows at 0-9-0 oc... , . . ,- ..•• ,,:..• I • d., 1 :• . ; . „ ..... % , Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in The LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Provide adequate drainage to prevent water ponding. 4) Concentrated loads from layout are not present in Load Case(s). t/2 UBC 5) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 Ib down at 0-1-12, 143 Ib down at 1-104, 143 lb down at 3-10.4, 143 Ib down at 5-104, 143 lb down at 12-9-12, 143 lb down at 14-9-12, and 143 Ib down at 16-9-12, and 143 Ib down at 18-6-4 on bottom chord. The desigrdselection of such connection device(s) is the responsibility of others 7j Designed by JS LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.00 Uniform Loads (plQ Ven: 1.7=-100, 8-14=-10 Lyndon F. Schmidt, FL Lic #43409 Concentrated Loads (Ib) Robbins Engineering Vert. 14=-183(F)8=-143(F) 15=-143(F)16=-143(F)17=-143(F)18=-143(F) 19=-143(F)20=-143(F) 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.95555 January 30,200 fig: i$3.I 3tari:LT' Tti a:7 =!?i°C_:Tcr.=z'' ry nsycaZRi+"J +'fiw'I.:.. iF r :I F i kti.s'^r::Si€Yi613'u 3lefi.ei2s'Eii i '.La Tn°T .— Xe w/ d.Y6Pi • dally dc.t .n rmamt:Prs owl HEAD N01LS Oil T1115 AND 01CLUDEn R555im t.?fFHCNtF PAGE R.r.10.10.041IFFO4E U ZF. s Design valid for use only with rwlek or Robbins connectors. this design a bosea oral upon parameters snows, ono a for on rnorwouor o --w w,,,Nr.. •o•,,. Applicability of design paromenlers and proper incorporation of component is responsibility of budding designer - not truss designer Bracing shown is for lateral support of individual web members only. Additional lemporory bracing to insure stability during construction is the resporwbtllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery. erechon and bracing. consutl Al1Sl/TPII Qualify Criteria. DSII -ST and IICSII Building Component 6804 Parke East Blvd. Safety Information available from Truss Plate Institute. 583 D'Onorria Drive. Madison. Wl 53719. _ - - - - _ _ - ,-_ Tampa, FL 33610 _ _ _- I Job T LOSSTruss Type Cly Ply Landmark Const T2873659 06-0672 FG2 FLOOR I 1 21Job Reference (optional) HD Supply, Sanford, Florida 32771 j 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Jan 29 15:49:57 2008 Page 3-0-2 5.10 8 I 11.8-114 t 11.9-0 I 3-0-2 2-10-.6 2-10-6 3-0-2 Scale = V19.4 20 11 3x8 = 8X12 BX12 = 34 1 2 3 4 Si F7--] 7 4Xlo 4x10 = WO 1 W4 3-0-2 5.10.8 I 8-8-14 11.9-0 3-0-2 2-10.6 2-I0-6 3-0-2 Plate Offsets (X.Y): 12:0 -3-8.0-1-81,14:0-3-8.0-1-81,17:0-3-8.0-2-01,19:0-3-8.0-2-01 LOADING (psf)' SPACING 2-" CSI I I DEFL in loc) Ildef! Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.17 8 >769 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 1 0.66 Vert(TL) -0.27 8 >492 240 BCLL 10.0 Rep Stress Incir NO- WB 0.77 Horz(rL) .0.03 ii n1a n/a BCDL 5.0. Code FBC20041TPI2002. (Matrix) Weight: 148 lb BRACING TOP CHORD 2 X 6 SYP No.2' TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except LUMBER BOT CHORD .2 X 6 SYP SS end verticals. WEBS 2 X 4 SYP No.2 'Except, BOT CHORD Rigid coiling directly applied or 10-" oc bracing. 1-102X8 SYP No.2,5-6 2 X 8 SYP No.2,2-9 2 X 4 SYP No 3 3-8 2 X 4 SYP No.3.4-7 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=4235/0-8-0, 10=423510-7-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -10= -3592/0.1 -2=-8890/0.2-3=-12195/0,34=-12195(0,4-5=-8890/0,5-e=-359210 BOT CHORD 9-10=0/2541,8-9=018890,7-8=0/8890,6-7=0/2541- . WEBS 1-9=0/6671, 2-9=-2603/0, 2-8=0/3456, 3-8=-2089/0,4-8=0/3456, 4-7=-2603/0, 5-7=0/6671 NOTES 1( 6), 1) 2 -ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 8 - 2 rows.at 0-941 oc. 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords -connected as follows: 2 X 6 - 2 rows at 0-9-0 oc..-..- 4 Webs connected as follows. 2 X 4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Provide adequate drainage to prevent water ponding 4) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Designed by JS LOAD CASE(S) Standard 1) Regular. Lumber lncrease=1.00. Plate lncrease=1.00 Uniform Loads (pIQ Verl; 1-5=-750(F=-650), 6-10=-10 Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Ced.#5555 January 30,200 Iia VAR.1114e: - Artit d?Sh,ll rx5"11,!rs and KAFA llilir5.111 T141S AIIDIIICLUDLDIK-o$Ull-bi iFERiti--t.'AtiI PLIG USE. Design valid for use only with MiTek or Robbins connectors. This oesign is based only upon parameters shown. and is lot an individual building component. Applicobilily at design poromenters and proper incorporolion of component is responsibility at building designer - not truss designer. Brocing shown is [or lateral support of indivldvol web members only. Additional temporary bracing to inswe stability during construction is the responsibitilly at the it. erector. Additional permanent bracing of the overall structure is the responsibilily of the building designer. For general guidance regarding fabrication. quality control. storage. delivery. erec lion and brocing. consult ANSIfli'll QuaRly Criteria, 055-89 and BCS11 Building Component 6904 Parke East Blvd. Solety Information available from Truss Plate [nslelvte. S83 D'Onolvio Drive, Madison. WI 53719. Tampa, Ft. 33610 Job Truss Truss Type Oty Ply Landmark Const I 72873690 06-0672 FH FLOOR 12 1 Job Reference (optional) HD Supply, Sanford, Florida 32771 7 030 s Jan 3 2008 MTek Industries. Inc. 'Tue Jan 29 15.49:57 2008 Page ft I' Scale = 1 31.0 t 04 = 4x6 = 1x4 II 1x4 11 44 = 1 2 3 ; 4 5 6 7 B 9 10 1 t 19 16 17 16 15 14 13 I 12 4x6 = 4x4 = i 4x6 = I 1.6.0 4-" 8-6-0 8.1-9 B 3*1 9.3-1 10-3.1 12.2.0 14.8-0 + 17-2-0 ( 18-8.0 tr11 { + 1.6-0 2-6-0 2.6-0 1-7-9 0.1.8 1-0-0 1-0.0 0.1.6 1.9.7 2.6.0 2.8-0 1.8-0 Plate Offsets KY). . 1:Ed a 0-1-8 15:0-1-8 Ed a 16:0-1-8 Ed a 20:Ed a 0-1-8 LOADING (psf) SPACING 2.0-0 CSI , DEFL in (loc) I/den Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.76 VBrI(LL) -0.2915-16 >771 480 MT20 i 244/190 TCDL 10.0 Lumber Increase 1.00 BC '. 0.98 Vert(TL) -0.4515-16 >492 240 BCLL 0.0 Rep Stress Incr YES WB 055 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2004lrP12002 Matrix) I Weight: 98 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except BOT CHORD 4 X 2 SYP No.2ND end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS•(lb/size) 20=1013/0-7-0,11=1013/0-7-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-1006/0, 10-11=-1007/0. 1-2=-1024/0, 2-3=-2545/0, 34=-3458/0, 4-5=-3821/0, 5-6=-3821/0, 6-7=-3821/0, 7.8=-3458/0, 8-9=-2545/0,9-10=-1024/0 BOT CHORD 19-20=0/0,18-19=0/1934, 17 -18=0/3128,16 -17=0/3769,15-16=0/3821,14-15=0/3764,13-14=0/3128,12-13=0/1934, i 11-12=0/0 WEBS i5-16=-497/206, 6-15=-001/154, 1-19=0/1363, 2-19=-1266/0, 2-18=0/849, 3 -1B= -B70/0, 3-17=0/459.4-17=498/0, 4-16=-299/654, 10 -12=0/1363,9 -12= -1266/0,9 -13=0/849,8-13=-812/0,8-14=0/459,7-14=-075/0,17-15=-256/588 t NOTES (4) 1) Unbalanced noor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. • -- ••- :.,• • • - . ,. .. ,i.• •i"• • . 1 s •. c... _ s 3) Recommend 2x6 sirongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 wr.v:Yl••....r:JT_,>.:Gi:J.:::f:.SS :. L.•uY.:.: nG,.i)'-L>-wii:..tiV7iT. -; 'AriLr-ii'[If,.Y=..L'Qiiw '--::1e.L:iitYiiL:+]•S1i0WR/ - _ •-:6,. Vf..(•r@,q;r. p:r,u,Ucrs+na i.EnDIIG1rS On TFIIS AND INCUIDED eCGBBI;ISGEFERENLE Vier riEltFtb•Y O RjRGJSE. Design valid for use only with MiTek or Robbins connectors This design Is based only upon parameters shown. and is for on individual building component. Applicdbilily of design poromenlen and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 4 lar lateral Support of Individual web members only. Additional temporary bracing to insure sldbiGly during construction construction is the responsibillity of the ereclor. Additional permanent bracing of the overall s1ruClure Is the responsibility of the building designer. Foi general guidance regarding lobdcotion. quality control, storage. delivery. ereclion and bracing, consult ANSI/TPII Quality Crlterlo. DSO -89 and BCSII Building Component Safety Information available from truss Plate Institute. 583 D'Onoldo Drive. Madison, wl S3719. FdaQ rM, iffobb i 6904 Parke East Blvd, Tampa, FL 33610 106.0672 IFJ HD Supply, Sahford, Florida 32771 Truss Type I joly IPIY, Landmark FLOOR tjob Refert 7.030 is Jan 3 2( 1 30 11 I 2 1.5.0 t t t I 1 t 4 0.3-0 1 MTek Industries, Inc. ITue Jan 29 15 49.58 2008 Page 1 I LOADING (psf) SPACING 2-" CSI . DEFL 1 in loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC i 0.19 Vert(LL) 0.00 4 "•' 480 W20 244/190 TCDL 10.0 Lumber Increase 1.00 BC i 0 02 Vert(TL) -0.00 3-0 >999 240 1 BCLL 0.0 Rep Stress Incr YES WB ' 0 00_ Horc(fl'•) 0.00 n/a rda i BCDL 5.0 Code FBC2004/TPI2002. Matrix) Weight' 15 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No 2ND TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2ND end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 qc bracing REACTIONS (lb/size) 3=92/0-7-0, 4=92/Mechanical FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 14=-83/0, 2-3=-8310,1-2=010 BOT CHORD 34=0/0 WEBS 24=0/0 NOTES (3) I1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-18d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Designed by JS ly :• . , t. ..,. ..:. I .. LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,20 E. M.:. .5.: SYS_ „• il:, WAI,r{IIJG • V±nr GI::On pu:mvlay enJ nC4G i IGIEi Ixr TFIIS AIIO RICLUDEa ROBBINS'ILFEUENCE i•AGEHE 10.100 i CEFORE U;E. //.. Design valid for use only wilh Mnek or Robbins connectors this design B bosed only upon parameters shown. and a for on individual budding component liyj';.go• ; Applicability of design poramenters and proper InCorporolion of component is responsibility of budding designer - not truss designer. Bracing shown - - is for lateral support of individual web members only: Additional temporary bracing to insure stability during construclion is the respomibUllly, of the 1 saaassiss-E'"""b r"4 erector. Additional permanent bOcing of the overall structure is the FesponsibiEly, of the budding designer, For general guidance regarding fabrication, quality control, storage. delivery. erection and bracing, consult ANSIAPIl Ouclity Crilerlo, DSI -89 and BCSII Building Component 6904 Parke East Blvd. Safety Information available Irom truss Plate Institute. 503 D'Onolno Drive. Madison, cal 53719 Tempa, FL 33510 r cru wart. W,% • 32' HFalimCilIS GROUTED (TYP) Sh 25 3/m V-4" ! Fr ch i E i. Z Decorative 5&11y Iron Rall others STAIIR PLAN OrA w'aF-° 4'-W w#aQ° E4 UY, 90TT. Sh 25 FIE{.D VERSFY) 4'-b' 56TM aj x W t 5 CONf. J 0- V M U4LL 5t RLLED CELL S GFbDJTED fTYf'JLLJ-° { ##... Q Al A r 2x4 SWAB KEY. i LAJ W iC w a0, WIP, ii ULF, ray C3 YMGLEEN COhiOACrED RLL ` 3' CAR ymajEEN " ^ CGt'&'ACTEO RLJ. 3' R CA9P+ifA Fii.l. . „ Lin 8TD NOOK-/ ec e 0-16 ELF -16 STAIR CT I ON a: aqua W •r -r co 13 Mar - SHOWN C8-898 Sk.1 i ALWAYS set trusses per the layout and engineering that a000mpany the trusses at delivery. — Refer to truss engineering to verify all girder ply quantitieses and required pattern SITE 54-0-0 16-0-0 11-4-0 . --- 24-8-0 Framing By Builder —LL — i LL. _- — — — -- i O FE. -== ---_ i IJ- _ ._ ._ _ _ __ it m r FA 23-7-8 • ---- Y t I L 1 I V• V.; 1 FA 23-7-8 • ---- Y t I L 1 I V• V.; i S• s -- PLANS REVIEWED I CIN OF SAN FORD j 25-4-0 SITE 9/ff0z=//=„\j LUMBER CO. 3874 Church Street, Sanford, FL 32771 Phone: ( 407 323-6990 Fax: ( 407) 323-5644 1. Chea m w ew plena ptaomlat plan "Id"dunawad, rad ao I I aau9 a dRba, top dad alae, w01111n9 / wntperer te"llfthed I I heights, baling a rtm•oanp -9 lowtbns aro helgha. Clea In review entry aro / «alla ddrdltmm that mouhe Centering d Mali, waNnp or wndirms m em m Proper tum deslpn. i 3. Coad to review AMU aNN200 M1165, hung (rdm COW, Massed I into COV or atilt mdunteh. It b the Clan m5ponsmlYH m mh)IM Um am of alraterrs, or. aro ""to. 4- Cada m revew spedd Cadhoa; sudA as Dam mads, dmpOd sa t - coda and skpae aswlmrt m *dude WuPtr buss design I Placemen 5 COM amps aro ways rot gown are to be field framed by dent 6. M0 aro comer ]ads not alt art m be M m the hes by after 7. overungs are 2s4 or 2x6. no 1b01r 0 b appaa I B. Crvatlarps are twUead via, cut 16 fa In Odd .. 9. yellow" or Phnnow t tramp b rot aaadd In trim Patllage. i G j 10. &ad Inures Per KM -01 Summary SheaL PM m ereCd Ap trlmesr > Mfa m sealed our agmemg sham for Itldllenal anpatam aro C i as I lI 1: s the Vents resPordOaY m morelnale ddwery dates vim bunP*nt Trus dhay wm be on the aaresd upon date .dm vuss Plant. i I L2. Cant to frame a mated tdwmn for delivery Lowden mud be I I aaffial . *M and deal( materlab and debts. In Saw d fns. oasts we be darlerw 61tae beg &4130* IomtAal at aur (Iwers U I dlsaeom No dlages will be Scalped f above akerla 5 not met. U. AS Iran roads rust be C)Crdllla*d thm the bass plant 00 MCI CIA: AM TmIan before donvcmAg blur pea w to spenrss of proadn. I I N. f10 blot charja or Gane Wrg h of any lard alt be 16c&p9 unless ' . appwd In WMV W dun pant MmnapemmL t i i I 15. thlla: One approvd myon must he rrsumed to Doss Pum oefore lalaotbn / sdAdump. j - I 14 a Upon signap you agsa Oma ym have minewd fhb PUCUf ast plan .IintoE0", APoxwed 0l.... Appr"oda: i Lbadi%: 47 PST, Shingle; 2: TCtj. 7 TCDL,10 SCLL,10 BCOL DOI.-1.25 T.0 ram 5 /12 ylald Cade MWRlS 2 B.0 PPCA 3 / 12 Design Memo R1C•2001 / T'PI•'04 T.C. slam 2.4 Wad Speed 120 mph ! UP B MG rpt : 2se Mom Man V4L 25• Mm Vz Glenn; mom CantBnr B11obAAp CAL 0 ImpalarAw Fames - 1.00 Wovahup 1'T Encloswe Partially Endosd r p O.N. tut P61rAm EAdatit" Una Faraway Endorsed Spade 24' CLC- erlddiure Entry Partially Endaw Lumow SYS In TMD26 = Typ. Single Ply Roof Trlsss MSM422 a Typ. Flea, Tuts laQTM020.2 . 0 TMU•26 0 Il1C-26 lav Sm4c'LWIIIQTMOM-2 (E' TMD•e6' Q MIC•26 41 SM4" Z 0 TImI120•3 (:I TKD45 Q'7 MSM n—m open arc M16nufactumd by USP Smuctunl Cennecoom unless noted atherwi cw erg MOL . - — C— 0v &g. Mot ori 04' dg. HgL N O.P B1p. Mel r- 0 BN 'pt Q Q•v Brg. Net Nare16.10166 m AS Bamp Melghm Abwe Rnbhed Raw O 2 Landmark Const Clod. Residence I Mia , Model tar Su'POwblonlSocet W 305 5th. St SanfordSk.2u ow 5.22-06I Sw* IM Plan Date I Uawn By Ian Well s , OF I I elf lab S 06-0672 MICHAEL A. BAKEA, SA. REGISTERED RRCITECT P.O. BOX 150839 Rltamonte Sorinas. R 32715-0839 TRANSMITTAL PROJECT: OFFICE/RESIDENCE FOR: 4th STREET DUPLEX 305 4th STREET SANFORD, FL ATTN: JASON TURNER RECEIVED OCT 2 8 2010 PROD. NO. 10-898 DATE: 10-25-10 IF CHECKED BELOW PLEASE: ACKNOWLEDGE RECIEPT OF ENCLOSURE RETURN ENCLOSURES IV 7MAKICkAl X HEREWITH- .( UNDER- •SEPARATFr,-COVER:-VIA:•: IN ACCORDANCE WITH YOUR REQUEST FOR YOUR: APPROVAL X DISTRIBUTION TO PARTIES: INFORMATION REVIEW AND COMMENT RECORD X USE OTHER THE FOLLOWING: DRAWINGSSHOP DRAWINGS () SPECIFICATIONS INFORMATIONX CHANGE ORDER PRODUCT LITERATURE ( )INSPECTION REPORT ENERGY COMPLIANCE FORM XOTHER RESPONCE TO INSPECTION AND DATA. i COPIES DATE REV. DESCRIPTION ACTION X 2 RESPONCE AND DWG's W/ DATA I D X 1; RESPONCE AND DWG's W/ DATA F ACTION CODE ;A = ACTION INDICATED ON ITEM E = SEE REMARKS BELOW B = NO ACTION REQUIRED F = RETAIN COPY FOR YOUR FILES C = SIGN AND RETURN G = FOR YOUR GENERAL USE D = FORWARD TO PERMITING OFFICIALS REMARKS RECD BY: DATE COPIES TO: (WITH ENCLOSURES) BY: OWNER/ CONTRACTOR I• I CITY OF SANFORD PERMIT APPLICATION Application N: fid— 1 t Submittal Date: lob Address: 3:G 5- 3-( Value of Work: $ Parcel LD:' ` Zoning: Historic District: Description of Work: nu m qy,_6• th Svc tti ,L4A V&t, Square Footage: I..............I........ Permit Type: Building O Electrical O Mechanical O Plumbing J Fire Sprinkler/Alarm O Pool O Sign O Electrical: New Service - N of AMPS Addition/Alteration O Change of Service O Temporary Pole O Mechanical: Residential O Non -Residential O Replacement O New O (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: N of Fixtures N of Water & Sewer Lines N of Gas Lines Plumbing/New Residential: N of Water Closets Plumbing Repair - Residential O Occupancy Type: Residential 41 Commercial ¢7 Industrial O Occupancy Use Group(s): _ Commercial O construction Type: N of Stories: N of Dwelling Units: Flood Zone: (FEMA form required) I................................. roperty Owne v w4,r er Contractor; ddress: Address: V _kua v. hone: E-mail: Phone: Cik4 1alState License Number: 3onding Company: ddress: krchitect/Engineer: Wilress. Mortgage Lender: Address: Ian Review Contact Person: Phone: Fax: Phone: Fax: E-mail: 1pplication 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 ssuance of a permit and that all work will be performed to mat standards of all laws regulating construction in this jurisdiction. I understand that a separate ermit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. WNER'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 onstruction and zoning. VARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE !OB SITE BEFORE THE IRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR IOTICE OF COMMENCEMENT IOTICE• In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of its county, and there may be additional permits required from other governmental entities su as walcr•management districts, tete agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the propc of the require emntodaLrLaw, FS 713. p L_ 0 V Signature of Owncr/Agent Date Signature f Contractor/ nt DateJ Print Owncr/Agent's Name Print Conr/Agent's e ignaturc of Notary -State of Florida , - Date • . Signature of Notary-! t Ab ri $ //Date i i Owncr/Agent is _ Personally Known to Me or Contractor/AgcZ' a Pers"Aa) fGww tQ tti ce Produced ID _ Produced j 9 • yX. rr..,t, y`.. Cy, Q., DlapN: PPROVALS: ZONING: UTIL: FD: EN;!'i //,, N• S',i pecial Conditions. tri, f t i 11111',>> cv 07.07 p CITY OF SANFORD PERMIT APPLICATION Application AfApplicationN: ns- 1-TdSubmittal Date: 5fI Job Address: 3US;- q I}VL t ' 3 7 7 T Value of Work: $ Parcel ID: Zoning: Historic District: Description of Work: +.r`S e.x.` Square Footage: Permit Type: Building Electrical O Mechanical O Plumbing O Fire Sprinkler/Alarm O Pool O Sign O Electrical: New Service - # of AMPS Addition/Alteration 0 Change of Service O Temporary Pole D Mechanical: Residential O Non -Residential O Replacement O New O (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential:#f ater Closets Occupancy Type: Residential Commercial O Industrial O Plumbing Repair- Residential O Commercial O Occupancy Use Group(s): Construction Type: N of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) r.................................................................................................................... Property Owner: t'_k v^h Contractor: -Gtl /hl f G1KdTZrr1LY l5/S US#'(u Address: > `5i' Sw cu E` 3a''t't Address: So E 7A J+ Phone:'Aa UiWy E-mail: Z x. P1"++-C Phone: State License Number: C9CI, I g343 Bonding Company: MCA Mortgage Lender: Address: N Address: Architect/Engineer: Stlett%wes Phone: Address: Plan Review Contact Person: Phone: Fax: Fax: E-mail: 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, 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. that 1 will notify the owner of the Date T "` Notary Public - Swte of Flonda V' My Commission Expires Mar 24-2009 ar Commission # DD 410767 Bonded By National Notary Assn. Owner Agent rs — A) Perso Known to Me or Produced ID 1n - APPROVALS: ZONIN igUTIL: Special Conditions: Rev 07.07 MM FD: property fie r d(emen of r'ba Lien Law, FS 713. Z11a8 Signature o Con act At r to D T Print fjon A ent N v n )wn., Si of No late of FloY- O°'' 1S.:_ ply , c , Public $IaIP. hndd T iMy Commission Expires Ni. 14 1009 Commission 0 of) 410167 Bonded By National Nolary Assn. V Contractor/Agent is Personally KnowntoMe o Produced ID/- EN 0-rBLDG: a r CITY OF SANFORD PERMIT APPLICATION Application #: w / L Submittal Date: 1 d- " 6' J Job Address:y " l S ,` Value of Work: $ Parcel ID: `aS - 10.C.S5SA G obv % ocqv Zoning:(I)C_2— Historic District:: Description of Work: (1irw Co.Sir yr 1y*J jN tI - (0 Square Footage: Permit Type: Buildin61.0 Electrical O Mechanical O Plumbing O Fire Sprinkler/Alarm 0,;,. ,„Pool O' Sign O . Electrical: New Service - # of AMPS Addition/Alteration O Change of Service 0 Temporary Pole O Mechanical: Residential 0 Non -Residential 0 Replacement 0 New 0 (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 0 Commercial 0 Occupancy Type: Residential W Commercialoo Industrial 0 Occupancy Use Group(s): A - 046K.c Construction Type: # of Stories: 2- # of Dwelling Units: a Flood Zone: 1414 (FEMA form required Property Owner ' ^''^ ` Contractor `irC,r•^•\`"\ s~i VRd Z soft vv r`or+ Address:y1`'v S Sum Q` Address: -s gt0'LSAvA:d _ ..l ae L 3 -77\ Phone:'Ann W%'& RtWE-mail: ^n'' Q+-4 0Phone: kD4AM%S taQtoe L6cicjenNumber: wk kf a Bonding Company:O;S 0 cell q' 4o!±d Mortgage Lender. Address Architect/Engi ee Address: Plan Review Contact Address: g4Av7- 6ff-23Q7 CGe,/s/f773 Phone: Phone: Fax: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 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 law= regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT M YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE. THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In dditio 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,ind there ma a adaiNal permits recd from other governmental entities such as water management districts, state agencies, or federal agencies. Signature of Notary -State c Owncr/Agent is-0rse Produced ID _ APPROVALS: ZONIN 99 tial Conditions: that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. TTe.S IlhlIIuM\\ 1, 931 Date Z/Zo/07 Date Signature of Contractor/Agent Print Contractor/Agent's Name Signature of Notary -State of Florida Date J a ^ Date orr p J v / Contractor/Agent is _ Personally Known to Me or Produced ID Ie ENG: 7 ) BLDG: e 3 X5'7 U.f7z 'r7 36332 1 f,3 is -7 d?Y3i S CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-2516 • FAX # 407-302-2526 DATE: -5-lt la BUSINESS NAME / PROJECT: PERMIT #: ADDRESS: 30,9- PHONE NO.:FAX NO.: CONST. INSP. [ 1 C / O INSP. f ] REINSPECTION [) PLANS REVIEW F. A. [ ] F. S. [ ] HOOD [ ] PAINT BOOTH [ J BURN PERMIT TENT PERMIT E ] TANK -PERMIT (] OTHER [ ] TOTAL FEES, S ' (PER UNIT SEE BELOW) COMMENTS: Address / Bldg_# / Unit # 1. 2. 3. 4. 5. 6'. 7. 8. 9. 10. H. 12. 13. 14. 15. 16. 17. 18. 19. 20. Square Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department. 300 N. Park Ave., Sanford, FI. 32771 Phone N -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fir P evention Divi ' n Applicant's Signature r --- -'r- w .--.ter i . r w F - CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-2516 - FAX # 407-302-2526 DATE: PERMIT 0: BUSINESS NAME /.PROJECT: ADDRESS: 30S C-- ' L4 PHONE NO.: 4-i— FAX NO.: CONST. INSP. [ ] C 10 INSP.:(] REINSPECTION [ J PLANS REVIEW F. A. [ ] F.S. [ J HOOD ] PAINT BOOTH [ J BURN PERMIT TENT PERMIT E ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES; $ `- W (PER UNIT SEE BELOW) COMMENTS: Address. /''Bldg. # /.Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. - 5. 7. 8. 9. 12. 13: 14. 15. 16. 17. 18. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that 1 will comply with all applicable codes and ordinances of the City of Sanford, Florida. Applicant's Signature City of Sanford DEVELOPMENT REVIEW TEAM Tuesday — January 10, 2006 Public Works Department Conference Room, Second Floor, Sanford City Hall 300 North Park Avenue, Sanford, Florida AGENDA STAFF REPORTS/DISCUSSION 9 A.M. New Comment Sheets Development Plan for Harbor Federal Bank at 3850 Orlando Dr Revised Development Plan for Seminole Business Center (Florida Stor-A-Way) at 4051 W. I" Street New Sign Off Sheets Revised Development Plan for Fresenius Medical Center at 550 W. I" Street Comment Sheets and Sign off Sheets (Currently in circulation) Concept Plan for the Girard Operations Center at 701 Codisco Way Preliminary Subdivision Plan for Maryville Townhomes at 1500 W. 25th Street Site Plan to redevelop a non -conforming property and add outdoor storage for MasTec at 2380 W. 25'h Street Revised PD Master Plan for The Fountains PD at 4405 St Johns Parkway Development Plan for Garcia Nursery at 3221 W. IS` Street Revised Engineering for Rinehart Commons (aka E. Northgate Retail) at 1700 Rinehart Road Revised Development Plan for the Ball Warehouse on Lot 19, Sanford Central Park at 1100 Central Park Drive PD Master Plan for Fields BMW Northpark at 750 Towne Center Boulevard Development Plan for Lexington Plaza at 1400 W. First Street Concept Plan for Exact Plumbing at 2601 Sanford Avenue Development Plan for Sanford Townhomes/Office at 305 E. 4`h Street Staff Review of Next Weeks Variances and Minor Conditional Uses Variance to reduce setbacks to construct a single family home at 1511 Southwest Road Conditional Use request to subdivide two existing non -conforming parcels of record at 1208 Myrtle Avenue. Planning and Zoning Commission Public Hearings Conditional Use for Urban Infill Redevelopment to establish Xtreme Kleen at 2518 French Avenue. SCHEDULED ITEMS 9:45 A.M. Pre -application conference for Americom Development at the NE Corner of 25'h Street and Rinehart Road. Tax Parcel Number: 32-19-30-301-008F-0000 Representative: Chuck Rucker - Americom 10:15 A.M. Pre -application conference for 2440 French Avenue to redevelop the Farmer's Furniture to a Sav-A-Lot Tax Parcel Number: 36-19-30-524-1600-0010 Representative: Bob Ziegenfuss — Interplan 10:45 A.M. Pre -application conference for Pinecrest Development located south of 26th Street and east of Myrtle Avenue Tax Parcel Number: 01-20-30-506-0000-2370/2380/3170/3180/3660 Representative: Bemmie Eustace — Interplan ALL COMMENTS REGARDING THE ABOVE MEETING SHALL BE SUBMITTED IN WRITING TO THE PLANNING & DEVELOPMENT SERVICES DEPARTMENT WITHIN 5 DAYS OF MEETING. ADVICE TO THE PUBLIC: if a person decides to appeal a decision made with respect to any matter considered at the above meeting or hearing, he/she may need a verbatim record of the proceedings including the testimony and evidence, which record is not provided by the City. (FS 286.0105) Persons with disabilities needing assistance to participate in any of these proceedings should contact the Personnel Office ADA Coordinator at 407.330.5626, 48 hours in advance of the meeting. PROPOSED SITE PLAN 305 East 4th Street Sanford, Florida Legal Description: Leg. E. PB50' of lots 9 & 10 Blk 6 TR 1 1 PG 58 C. CURB EXISTING ON STREET PARKING / o CONC•. W—mx j EAST 50.00' 3.5' r U leo 11 WEST 50.00' _f ca SCALE: 1"=20' PROPOSED SITE COVERAGE AND STORMWAIER INTENT 7071 FLOOD ZONE X REOARED PROPOSED PARKING (RES) 2 2 OFF) 2 2.5 114 8cc-xRTYARDB o 3 o cD OyLARKINGSPA 3 43.0' 3.5' PROPOSED o b 2 STORY o0 BUILDINGtoN 2 TWO CAR GARAGE WEST 50.00' _f ca SCALE: 1"=20' PROPOSED SITE COVERAGE AND STORMWAIER INTENT 7071 FLOOD ZONE X REOARED PROPOSED PARKING (RES) 2 2 OFF) 2 2.5 114 City of Sanford DEVELOPMENT REVIEW TEAM Tuesday — January 17, 2006 Public Works Department Conference Room, Second Floor, Sanford City Hall 300 North Park Avenue, Sanford, Florida AGENDA STAFF REPORTS/DISCUSSION 9 A.M. New Sign Off Sheets (Due January 31, 2006) Revised Development Plan for Lot 4 and 5, Upsala Business Park at 301 Specialty Court Revised Development Plan for Lot 8, Upsala Business Park at 400 Specialty Court Revised Development Plan for Thomas Nelson Painting at 1150 Central Park Drive Comment Sheets Due Today Revised PD Master Plan for The Fountains PD at 4405 St Johns Parkway Revised Development Plan for the Ball Warehouse on Lot 19, Sanford Central Park at 1100 Central Park Drive Development Plan for Lexington Plaza at 1400 W. First Street Development Plan for Sanford Townhomes/Office at 305 E. 4'h Street Sign Off Sheets Due Today Development Plan for Garcia Nursery at 3221 W. 1" Street Revised Development Plan for Fresenius Medical Center at 550 W. 1" Street Revised Engineering for Rinehart Commons (aka E. Northgate Retail) at 1700 Rinehart Road City Commission Public Hearings Request to annex 0.24 acre at 438 Palm Dr for proposed single family residence SCHEDULED ITEMS 9:45 A.M. Take action on the Variances and Minor Conditional Uses reviewed at January 10, 2006 meeting. Variance to reduce setbacks to construct a single family home at 1511 Southwest Road Conditional Use request to subdivide two existing non -conforming parcels of record at 1208 Myrtle Avenue. ALL COMMENTS REGARDING THE ABOVE MEETING SHALL BE SUBMITTED IN WRITING TO THE PLANNING & DEVELOPMENT SERVICES DEPARTMENT WITHIN 5 DAYS OF MEETING. ADVICE TO THE PUBLIC: if a person decides to appeal a decision made with respect to any matter considered at the above meeting or hearing, he/she may need a verbatim record of the proceedings including the testimony and evidence, which record is not provided by the City. (FS 286.0105) Persons with disabilities needing assistance to participate in any of these proceedings should contact the Personnel Office ADA Coordinator at 330-5626, 48 hours in advance of the meeting. SE I iVIF- -, t- 42 DATE; Cr1C-AWFffC'_21=12T7E SSERVATION BOARD A1SPOF APPROPRIATENESS P.O.Box 1788, Sanford, F4,32772-1788 Phone: 4.07.302.5805 . Fax:,407.33.0.5679 TO: THE HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD, FLORIDA 0 Downtown Commercial Historic -District E1'J4esidential Historic District 0 This application is filed in response.to a notice from the- Code'Enforcement D.eparhnent ADDRESS OF PROPERTY: .S 7 C A+ _,>- ' 3 7A Property Owner Signature: Print-Name:S •,a `"`'`C'` Mailing Address: Phone: LM(_,9_f6a--3 A Fax: 4n a-y T 1' OF SANF•OR D Apnlicant/Agent Signature: Print Name: UAn Mailing Address: Phone: Fax: PLANNING. I certify that all information contained in this application is true and accurate to the -best o m .DEVELOPMENT Applicant/Owner: Date: Please use the attached criteria checklist as a guide to completing the application. Incomplete applications cannot be reviewed and will be returned to yop for more information. You'are encouraged to contact the preservation planner at 407-330-5672 to make sure your application -is complete. Description of Proposed Work/Application Category: (Check all that apply): Site Improvements/driveway/walkwayO'Storage shed - .0 Moving structures arReplacement windows or doors O Underskirting 8'Awnings. ai-New construction/additions o Signs o Dethblition ;. O Roofs/gutters/downspouts 0 AC/Mechanical fffences/Gates/Pergolas 0 Replacement siding/flooring/porch O Paint- 0;'Other Completely describe the entire scope of work: all changes in material', color . r. location to the -exterior of the building, where on the property the work will occur and how the .work will be accomplished.: For largeAproject5, an, itemized list is recommended. At7ch additional pagge s if necessary, WAAMI-J1101WW-11 valid• for six months unless otherwise noted OFFICIAL USE ONLY Historic Preservation Board Meeting D _ Application is Approved Approved with Conditions Conditions: Signed: Staff -Review Date: Denied'. Date:.. : •. 0 O r...i;r..ro.,o.t nn the h,vilrlinp when work is in progress*** w R. ShermanYehl City Manager CITY OF SANFORD P.O. Box 1788 Sanford, Florida 32772-1788 Re: ESTOPPEL LETTER This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for issuance of Permit No. for the following work: 3r.S E ya S'- NEv Co e.,`,N ov.s ..., O h• J a\a hereinafter referred to as .the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the for occupancy until all of the above -referenced project is in co iance ifith all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating directly or indirectly, to the permitting or construction of the above -referenced project or the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No. 4 Page 2 The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITT SES: Signature NJ Printed/Typed Name I N (\ N) Signature Printed/Typed Name STATE OF FLORIDA ) COUNTY OF SEMINOLE ) Printed/Typed Name Title he foregoing ins ent was acknowledged before me this day of 200 by, as bya for ho is personally known to me or 0 who produced their Florida Driver's License as identification. KATHY J. WOODWARD FbddaNotaryPublic . SM o1 Commission Exphs Mar 24, 2009 P„::•'',` 9ondad ComNasbn f DD 410787 Natbnel Mm. By--- Iloll t.n.nlulnmauf111111I1e111In11It11111111inIOF THIS INSTRUMENT PREPARED BY: 14ARYANNE NORSE, d_ERK DE CIRCUIT COURT Name: l s1>•s O SENINDLE COUNTY Address: BK 06952 Pg 06111 Qpg) CLERK'S # 2008031445SEMINOLECOUNTY RECOkDED 03/18/2008 12158: PNStateofFloridaFLORIDA'S NATURAL CHOICE RECORDING FEES 10.00 RELIORDED BY T Saith NOTICE OF COMMENCEMENT Permit Number n' Parcel ID Number (PID) ' Al 099D 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. DESCRIPTION OF PROPERTY Legal I F0, F 56 IST: n GENERAL DESCRIPTION OF IMPROVEMENT 1V r w 1.3 •,n J. amu. \lr " toeJ OWNER INFORMATION of the property and street address if ava t•h MARYANNE MORSE EPUTY CLERK CONTRACTOR-C4:V-.. , Name and address: _ A . 5.. . Com.• -`1 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. To receive a copy of the Lienors Notice as Provided in Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date is specified. of WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF(FLORIDA COUNTY OF SEMINOLE OWNERS SIGN TURE`. + OWNERS PRINTED NAME NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no ohne else may be/pelrmittedl to sign in his or her stead." YTheforegoinginstrumentwasacknowledgedbeforemethis /0 & day of maxe.. , 200c1 by S_ Who is personally known to me Name of person making statement OR who hasproducedidentification / / - type of identification produced N) /1i VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN ITARETRUETOTHEBESYOFMYKNOWLEDGEANDBELIEF. SEAQ - KATHY J. WOODWARD Nota Public • State of Floc da ty Commission Expim Mar 24, 2009 y, •' Commission 0 DD 410767 Bonded 4National Notary Am, CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PO Box 1788 SANFORD,, FLORIDA 32772 PHONE: 407.330.5656 FAx: 407.328.3859 PLAN REVIEW COMMENTS Date: March 21, 2008 Contact Person: Trent Lee Carmichael Contact Phone Number: 407-688-2017 Contact Fax Number: 407-688-2397 Contact E-mail Address: Permit Application Number: 08-1191 Project Description: Foundation Permit Job Address: 305 E. 4'h Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. STRUCTURAL S-1 Provide corrected foundation plan for overhead garage door size reduction by the Historic Preservation Board on 3/20/2008. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Richard Denman at 407.330.5656 or fax to 407.328.3859. You may also contact me by E-mail at denmanr@sanfordfl.gov. Respectfully, Pa ra 5=m4m / &W*f 17"Aw4n hp LaserJet 3015 HP LASERJET FAX i n v e n t Mar -21-2008 8:23AM Fax Call Report Job Date Time Type Identification Duration Pages Result 846 3/21/2008 - 8:21:45AM Send 94076882397 1:25 1 OK Licensing Portal - License Search Page l of 1 Florida Departments Busines P rofe s s i .n a l Regulation DBPR ONLINE SERVICES Log On Home I Help 1 Site Map 8.57.19A Public Services Search fopplyfor A r a Licensee Aa License Data Contained In Search Results Is Current As 01 View Application Status 03/21/2008 08:55 AM. Apply to Retake Exam Find Exam Information Search Results File a Complaint Please see our glossary of terms for an explanation of th B&T Delinquent Invoice license status shown in these search results. Activity List Search For additional information, including any complaints or User Services discipline, click on the name. Renew a License Change License Status License Name License k Maintain Account Type Name Type Number/ Status/E Change My Address Rank View Messages CARMICHAEL & Change My PIN Certified TURNER CGC1514773 Current, View Continuing Ed General CONSTRUCTION DBA Cert General 08/31/: Contractor LLC Term Glossary Main Address': 305 E 4TH STREET SANFORD, FL 32771 Online Help (FAQs) Certified CARMICHAEL, prima CGC1514773 Current, ContractorGenerTRENT LEE Primary Cert General 08/31/: Main Address': 305 E 4TH STREET SANFORD, FL 32771 C j • denotes Main Address - This address is the Primary Address on file. Mailing Address - This is the address where the mail associated with a partieule A will be sent (if different from the Main or License Location addresses). License Location Address - This is the address where the place of business is pi located. e' I Terms of Use I I Privacy Statement I d)altlaw.iYlA14•.-1.1/l iY'a••_"15 7—t£•J=:•}liia-.Y•rh 3F3s7.1{S::r•.,.ii:3'aeYaai:r-Z"'.-r•iARl1/!N'bY4•-•JRC-F•6i4b-•. '._W-_:-: h"s://www.myfloridalicense.com/wl l l .asp?mode=2&search=LicNbr&SID=&brd=&typ=N 3/21/2008 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARML D!'TAIL DAVID J0KRi;6K'. CFA. ASA PROPERTY APAPRISER SQNINDLECOUNTY FL. 01 E. Rwr,.sr sAmFo=. vL 3=71-14M 407 -11P 7S 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 25 -19 -30 -SAG -0601-0090 Number of Buildings: 0 Owner: EXACT PLUMBING INC Depreciated Bldg Value: $0 Mailing Address: 400 S SANFORD AVE Depreciated EXFT Value: $0 C1ty,State,ZipCode: SANFORD FL 32771 Land Value (Market): $17,710 Property Address: 305 4TH ST E SANFORD 32771 Land Value Ag: $0 Subdivision Name: SANFORD TOWN OF AwA arket Value: $17,710 Tax District: S1-SANFORD Assessed Value (SOH): $17,710 Exemptions: Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL Taxable Value: $17,710 Tax Estimator PortabilityCalculator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 01/2005 05626 1073 $115,000 Improved No 2007 VALUE SUMMARY QUITCLAIM DEED 02/1985 01620 0286 $25,000 Improved No 007 Tax Bill Amount: $330 WARRANTY DEED 12/1984 01603 1185 $22,000 Improved Yes 2007 Taxable Value: $17,710 QUIT CLAIM DEED 04/1984 01537 1237 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 02/1981 111318 1111 $20,000 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Unit Land PLATS:Pick _: O Land Assess Method Frontage Depth Units Price Value LEG E 50 FT OF LOTS 9 + 10 BLK 6 TR 1 TOWN FRONT FOOT 8 50 66 .000 460.00 17,710 OF SANFORDDEPTHPB1PG58 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem ax purposes. Ifyou recently umhased a homesteaded property your next ear's property tax will be based on JusVMarket value. http://www.scpafl.org/web/re web.seminole_county_title?PARCEL=2519305AGO601009... 3/18/2008 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3 15 I hereby name and appoint: o "r- an an agent of: Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): O All permits and applications submitted by this contractor. The specific permit and application for work located at: SG J r Street Address) Expiration Date for This LimitedPower LPlC owerofAttorney: 6(l TLicenseHolderName: L. M I (I State License Number: Signature of License H STATE OF F14PRIDA COUNTY OF t The foregoing instrument was acknowle e 200, by to me or o who has produced identification and who did (did not) take an before me this o-*% ersonally of , who known Signature WftdkXrd- Print of Seal -s ort name nArrtyI WooDW Notary Public - State of FbWatyCornmb*n Expire, Mar 24. aCommis,ion If DD 410767BondWdByNaU., Nb.. e.._ Rev. 3/27/07) Notary Public - St to of Commission No. My Commission Expires: UD as LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3L12bg I hereby name and appoint: 3zo0 -15 l l4rocr an agent of: C rnic,kal v,a 1-wntr &Y-la4ylm : LLC Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): O All permits and applications submitted by this contractor. The specific permit and Expiration Date for This Limited Power of Attorney:_/V License Holder Name: —7 —rcr+ L. Car tin T(,AAc State License Number: Signature of License H STATE OF FLORIDA COUNTY OFa Q The foresoine instrument 200, by Q1,7, to me or o who has produced identification and who did (did not) Notary Seal) KATHY i WDFWfts° '¢• Nota Public - SCommissionExpCommissionA Bonded B Nationr Rev. 3/27/07) me this Aay of , who is qVP Y1ersonall known oath. or wDe name Notary Public - State of Gy No. AWxMyCommissionExpires: as a minor. manomaotm CITY OF SANFORD HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS P.O. Box 1788, Sanford, FL 32772-1788 Phone: 407.302.5805 Fax: 407.330.5679 TO: THE HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD, FLORIDA D Downtown Commercial Historic District Lq'kesidential Historic District 0 This application is filed in response to a notice from the Code Enforcement Department ADDRESS OF PROPERTY: S O S7 IE'- S 3--c7 A Property Owner Signature: Print Name: S wC1 Mailing Address: 1 J lJ`t n-clinx I` ter^^ '" ' -1 ' 1 Phone: '-M QQf6 Fax: tkS\ tom 20-Zy1 Applicant/Agent Signature: Mailing Address: Phone: Fax: Print Name: I certify that all information contained in this application is true and accurate to the best Applicant/Owner: Date: WORD OPMENT Please use the attached criteria checklist as a guide to completing the application. Incomplete applications cannot be reviewed and will be returned to you for more information. You are encouraged to contact the preservation planner at 407-330-5672 to make sure your application is complete. Description of Proposed Work/Application Category: (Check all that apply) wSite Improvements/driveway/walkway o Storage shed o Moving structures wReplacement windows or doors o Underskirting ff Awnings whew construction/additions o Signs o Demolition o Roofs/gutters/downspouts D AC/Mechanical ff Fences/Gates/Pergolas o Replacement siding/flooring/porch O Paint o Other Completely describe the entire scope of work: all changes in material, color or location to the exterior of the building, where on the property the work will occur and how the work will be accomplished. For large projects, an itemized list is recommended. A ch additional pa es if necessary. n n_ n ,n 1 1A/ M41 A N4 mh _ ly,"t, 111 I c$ t'o'd /iy Q "* - l/ A Certificate of Appropriateness is valid for six months unless otherwise noted Historic Preservation Board Meeting D _ Application is Approved Conditions: Signed: OFFICIAL USE ONLY Staff Review Date: Approved with Conditions Denied Date: This Certificate must be prominently displayed on the building when work is in progress*** Requirements for Certificate of Appropriateness Application Single arJ Double Car Doors I JELD-WEN Windows and Doors r JELODWEN. Page 1 of 1 visitors outside the U. 5_ click here I t9 Windows Patio Doors Exterior Doors Interior Doors I New Products • • Go Garage Doors Carriage House Series ' Single and Double Car Doors JELD-WENO GARAGE DOORS The Carriage House Series is a perfect fit for classic home architecture. 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All rights reserved. http://www. j eld-wen. com/exteriordoors/wood/iwp/product.cfm/product_id/143 3/20/2008 Peachtrq.e Windows and Doors: 700 Series Double Hung Windows - Hardwood/Aluminum Page 1 of 1 r L I ' PAODIIGTS SERVICE AB4II'F U8 V/ Doors and WkWows ENTRY DOORS PATIO DOORS DEALER LOCATOR REQUEST INFORMATION 700 SERIES DOUBLE FUND WINDOWS Pine or PVC/Vinyl • Pine/Alurnlnum • Hardwood/Aluminum Features and Benefits Roll over the text below to learn more about this product BEAUTY BUILT TO LAST CLEANER '!LA.=3 RICH HARDWOOD INTERIORS EASY OFENING AND CLOSING WEATHER -TIGHT WINDOWS D.. :i .F (i'I © -c'T. _= L 1 :-'till;... lei .';..i .1 rl_I t.t' .I © Int Home > Windows > Double Hung > 700 Series Learn Window Basins 5 2005 Peachtree Doors and Windov http://www.peachtreedoor.com/products/windows doublehung_700.asp 3/20/2008 Lm L 2'-V REVISION GFFICE OFFICE GARAGE DOORS RE V I S I ONS 05 Con't Rebar In Bond Beam Min OERIIPrecast d W/Concrete 05 Vert. Rebar LIU 05 Vert. Rebar OTEffum Min Overlap 25" Min Overlap 25" Footing Dowel Lffil Footing DowelHIMIN Footing Per Plan L-10 Precast I I L-10 Precaet PLANS REVIEWED CITY OF SANFORD C31-01 4- 25'-2' -25'-2' PERMIT # DATE: B I S-1 u. Date: 03-25-08 TO: City Of Sanford Building Official Ref: 305 E. 4th Street Sanford, Florida J` VI R S Ho ER W(C- a;• 3" z i tai v K4frry 1: IVb 1 3" u'c0. y.. r LIN VTR _ wry 7> tA(ACN 3. I X,. la/\6. SNowFf, Ocn O M mn Z mn 0* 0 o m m 00 a RE: 06-0672 - Landmark Const Site Information: Project Customer: Landmark Const Address: 305 4th St City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Unknown License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2004ITP12002 Design Program: MiTek 20/20 6.2 Wind Code: ASCE 7-02 Wind Speed: 120 mph Floor Load: 55.0 psf Roof Load: 37.0 psf This package includes 19 individual, dated Truss Design Drawings and 0 Additional Drawings. 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. No. I Seal# I Truss Name I Date I No. I Seal# JTruss Name Date 1 IT2873673 11A 1/30/08 118 _ T2873690 JFH 1/30/08 1 OFFICE 4 T2873676 11D 11130/08 PLANS REVIEWED 5 T2873677 11E 1/30/08 6 IT2873678 12A 11/30/08 1 CITY SANFORD 7 I T2873679 12B 11/30/08 PERMIT # 090-- 8 I T2873680 12C 11130/08 1 9 I T2873681 IFA 11/30/08 1 pAE; — -- Q 10 IT2873682 JFB 1/30/08 11 IT2873683 IFC 11/30/08 13 14 IT287368 IT2873686 1 FE 1 FF 1/31 0/08 11/30/08 1 PLANS REVIEWED 15 I T28736877 J FG 11/30/08 1 16 17 I T2873688 1 T2873689 1 FG1 I FG2 11/30/08 1 11/30/08 1 CITY SANFORD The truss drawing(s) referenced above have been prepared by Robbins Engineering, Inc. under my direct supervision based on the parameters provided by HD Supply -Sanford, FL. Truss Design Engineer's Name: Schmidt, Lyndon My license renewal date for the state of Florida is February 28, 2009, NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. Lyndon F. Schmidt, FL Lic 043409 Robbins Engineering 6904 Parke East Boulevard 6904 Parke East Blvd Tampa, FL 336104115 Tampa, FL, 33610 Phone: 813-972-1135 Fax: 813-971-6117 FL Cert.95555 www.robbinseng.com January 30,2008 DALLAS TAMPA FT. WO j2TH Schmidt. Lvnaon lobTruss 1 Truss Type Oty Pty Landmark Const r 72873873 W672 to ROOF TRUSS 1 1 Job Reference o ti0nal HD Supply, Sanford, Florida 32771 7.030 s Jan 3 2008 Mirek Industries, Inc. Tue Jan 29 15.49.45 2008 Page r r 14-0 13.10-0 27.8-0 29-0.0 14-0 13-10-0 13.10-0 14-0 Scale = 1:49.5 40 = 8 7 9 500 12 6 10 5 11 4 12 3 2 L"1 4 d1d 151 3x4 = 26 25 24 23 22 21 20 19 18 17 16 3x4 = 5x5 = 27-0.0 27.&0 Plate Offsets MY): 121:0-2-8,0-3-01 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.00 15 n/r 180 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 VeA(TL) 0.01 15 n/r 80 BCLL 10.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.01 14 n/a n/a BCDL 100 Code FBC2004/TPI2002 Matrix) Weight. 144 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-" oc purtins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No 3 REACTIONS (Ib/size) 2=212/27-M, 21=141/27.8-0, 22=149/2741-0, 23=145/27$-0, 24=159/27.8-0. 25=102/27$-0, 26=260/27$-0, 20=149/27-0, 19=145/27.8-0. 18=159/27$-0, 17=102/27-8-0, 16=260/27.8-0, 14=212/27-8-0 Max Horz 2=-1 22(LC 6) Max Upliff2=-153(1-C 5), 22=-123(LC 5), 23=-132(LC 5), 24=-137(LC 5), 25=-99(LC 5), 26=-212(LC 5), 20=-121(LC 6), 19=-132(LC 6), 18=-137(LC 6), 17=-99(LC 6), 16=-212(LC 6), 14=-174(LC 6) Max Grav2=212(LC 1), 21=141(LC 1), 22=153(LC 9), 23=145(LC 1), 24=159(LC 9), 25=102(LC 1), 26=260(LC 9), 20=153(LC 10), 19=145(LC 1), 18=159(LC 10), 17=102(LC 1), 16=260(LC 10), 14=212(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-3=-125/36, 34=-38/109.4-5=-27/147, 5.6=-29/198, 6-7=-29/249, 7-8=-29/293,8-9=-29/287, 9-10=-29/226, 10-11=-29/161, 11-12=-27/94, 12-13=-38/54, 13-14=$9/36, 14-15=0/27 BOT CHORD 2-26=0/161, 25-26=0/161, 24-25=0/161, 23-24=0/161, 22-23=0/161, 21-22=0/161, 20-21=0/161,19-20=01161,18-19=0/161, 17-18=0/161,16-17=0/161,14-16=0/161 WEBS 8 -21= -102/0,7-22=-113/143,6-23=-106/151,5-24=-115/157,4-25=-79/117, 3.26=-182/239,9-20=-113/141,10-19=-106/152 11-18=-1151157,12-17=-79/117,13-16=-1821239 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3 -second gust); h=15ft: TCDL=4 2psf: BCDL=5.Opsf; Category It: Exp B, partially, MWFRS (low-rise) gable end zone, Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing 6) Gable studs spaced at 2-" oc. 7) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 2, 123 Ib uplift at joint 22, 132 Ib uplift at joint 23, 137 Ib uplift at joint 24, 99 Ib uplift at joint 25, 212 Ib uplift at joint 26. 121 Ib uplift at joint 20, 132 lb uplift at joint 19, 137 Ib uplift at joint 18, 99 Ib uplift at joint 17, 212 Ib uplift at joint 16 and 174 Ib uplift at joint 14. Lyndon F. Schmidt, FL Lic #43409 9) Designed by JS Robbins Engineering 6904 Parke East Blvd LOAD CASE(S) Standard Tampa, FL, 33610 FL Cert.#5555 January 30,200il AL WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE RE1G10-06 BEFORE USE Design valid for use only with M1ek or Robbins connectors. This design B based only upon parameters shown. and is for on individual building component. Applicability of design poromenters and proper incorporation of component 6 responsibility of building designer - not truss designer. Bracing shown Is IOr lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibithty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication. quolity control, storage, delivery. erection and bracing. consult ANSI/TPI) Quality Criteria. DSR -89 and RCSII RuBdlng Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. 6904 Parke East Blvd. Tampa, FL 33510 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -'/16" For 4 x 2 orientation, locate plates 0-114' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In Welk 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T. I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI 1: National Design Specification for Metal Plate Connected wood Truss Construction DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. o: O x U a - O Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110,84-32, 96-67, ER -3907, 9432A NER-691 2006 MTek® All Rights Reserved Obb111S r Robbins Engineering Reference Sheet RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system. e.g. diagonal or x -bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant. preservative heated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type. size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPl I Quality Criteria. - lob 1 JTruss Truss Type Qty Ply Landmark Const Oq-0672 r 1 1B ROOF TRUSS 12 1 Job Reference (o Is Jan 3 2008 MTek Industries. Inc. Tue Jan 29 15:49:46 20D8 r 1-4-0 7-2-14 13.10-0 20.5.2 27.8-0 29-0.0 1-4-0 7-2-14 6-7.2 6.7-2 7-2-14 1.4-0 Scale = 1:- 5x6 = 4 40 i 10 9 6 40 3x4 = 30 = 3x4 = WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1095/04-0, 6=1095/04-0 Max Horz 2=-122(LC 6) Max Uplift2=-762(LC 5), 6=-762(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 23=-2011/1276, 34=-1773/1175, 4-5=-1773/1175, 5-0=-2011/1276, 6-7=0/28 BOT CHORD 2-10=-1138/1788,9-10=-600/1205.8-9=-600/1205,6-8=-1016/1788 WEBS 3-10=-380/496.4-10=-3931627.4-8=-393/627,5-8=-380/496 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02: 120mph (3 -second gust): h=15ft; TCDL=4 2psf; BCDL=5 Opsf: Category II; Exp B; partially, MWFRS (low-rise) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 762 Ib uplift at joint 2 and 762 Ib uplift at joint 6. 5) Designed by JS LOAD CASE(S) Standard AL WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE RE10-10-06 BEFORE USE. Design valid for use only with Wok or Robbins connectors. This design is based only upon parameters shown. and is for on individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown r5 for lateral Support of individual web members only. Additional temporary bracing to Insure stability during construction is the respOnsrbibrly, of the erector. Additional permanent bracing of the Overall Structure I$ the responsibility of the building designer. For general guidance regarding lobicotion, quality Control, storage, delivery, erection and bracing, consult ANSI/T II Quality Criteria. DSS -89 and BCSII Building Component Safety Information available from inns Plate Institute. 583 D'Onotrfo Drive, Madison. WI 53717. Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,20 6904 Parke East Blvd. Tampa. FL 33610 9-5-4 8.9.7 9.5-0 Plate Offsets KYY 12,044.0-2-01,16:044,0-2M LOADING (psf) SPACING 2-" CSI DEFL in loc) Vdefl L/d PLATES GRIP TCLL 200 Plates Increase 100 TC 064 Vert(LL) 0.21 2-10 >999 360 MT20 244/190 TCDL 70 Lumber Increase 1.25 BC 0.66 Vert(TL) -0 54 2-10 >610 240 BCLL 10.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 122 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No 2ND TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-2.6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1095/04-0, 6=1095/04-0 Max Horz 2=-122(LC 6) Max Uplift2=-762(LC 5), 6=-762(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 23=-2011/1276, 34=-1773/1175, 4-5=-1773/1175, 5-0=-2011/1276, 6-7=0/28 BOT CHORD 2-10=-1138/1788,9-10=-600/1205.8-9=-600/1205,6-8=-1016/1788 WEBS 3-10=-380/496.4-10=-3931627.4-8=-393/627,5-8=-380/496 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02: 120mph (3 -second gust): h=15ft; TCDL=4 2psf; BCDL=5 Opsf: Category II; Exp B; partially, MWFRS (low-rise) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 762 Ib uplift at joint 2 and 762 Ib uplift at joint 6. 5) Designed by JS LOAD CASE(S) Standard AL WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE RE10-10-06 BEFORE USE. Design valid for use only with Wok or Robbins connectors. This design is based only upon parameters shown. and is for on individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown r5 for lateral Support of individual web members only. Additional temporary bracing to Insure stability during construction is the respOnsrbibrly, of the erector. Additional permanent bracing of the Overall Structure I$ the responsibility of the building designer. For general guidance regarding lobicotion, quality Control, storage, delivery, erection and bracing, consult ANSI/T II Quality Criteria. DSS -89 and BCSII Building Component Safety Information available from inns Plate Institute. 583 D'Onotrfo Drive, Madison. WI 53717. Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,20 6904 Parke East Blvd. Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/ ' Center plate on joint unless x, y4offsetsoreindicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/16" For 4 x 2 orientation, locate plates 0-114' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. a ad O U a- 0 Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A NER-691 2006 MTek® All Rights Reserved Robbins Engineering Reference Sheet RE -10-10-06 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing. is always required. See SCSI 1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves i may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIAPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber sholl not exceed 19% at time of fabrication. 9. unless expressly noted, this design is not applicable for use with fire retardant, preservative treated. or green lumber. 10. Camber is a non-structural consideration and 1s the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type. size. orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less. if no ceiling is installed, unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. IS. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, bock, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. jobTruss Truss Type Oty Ply Landmark Const r 1 i T2873675 06-069211C ROOF TRUSS 8 1 Job Reference (optional) HD Supply, Sanford, Florida 32771 r r 7.030 s Jan 3 2008 Mi ek Industries, Inc. Tue Jan 29 15.49:46 2008 Page 14-0 7-2.14 13-10-0 20.5.2 27-0-0 14-0 7-2.14 6.7.2 6-7.2 7.2-14 Scale. 114•=r 5x6 = 4 500 12 1x4 \\ 1x4 3 5 2 6 3x6 % 9 8 7 3x6 3x4 = 3x4 = 30 = 9.54 18-2-12 27-MI 9.54 8.9.7 I 9.5.4 Plate Offsets (X,Y)- 2:0-3-0 0-1$ 16:0-3-0,0-1-81 LOADING (psi) SPACING 2-" CSI DEFL in loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.66 Vert(LL) 0.25 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.56 6-7 >588 240 BCLL 10.0 Rep Stresslncr YES WB 0.40 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Weight, 120 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-1.4 oc bracing WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=1010/Mechanical, 2=1099/04-0 Max Harz 2=139(LC 5) Max Uplift6=-653(LC 6), 2=-764(LC 5) FORCES (lb) - Maximum CompressiordMaximum Tension TOP CHORD 1-2=0/28, 2-3=-2021/1281, 34=-1783/1180, 45=-1798/1204, 5-0=-2025/1309 BOT CHORD 2-9=-115911797,8-9=-62211214,7-8=-622/1214,6-7=-1093/1818 WEBS 3-9=-380/497.4-9=-3921626,4-7=-4161647.5-7=-3931512 NOTES (6) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-02; 120mph (3 -second gust); h=15ft; TCDL=4.2psf; BCDL=5.Opsf; Category ll; Exp B; partially, MWFRS (low-rise) gable end zone; Lumber DOL=1.33 plate grip D0L=1 33. 3) 'This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 653 Ib uplift at joint 6 and 764 Ib uplift at joint 2 6) Designed by JS LOAD CASES) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE RE1a1006 BEFORE USE. Design valid for use only with Mlek or Robbins connectors. This design Is based only upon parameters shown. and is lor on Individual budding component. 0 Applicability, of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the "">i' 6. erecta. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery. erection and bracing. consult ANSI/FPII Quality Criteria. DSB-89 and BCSII Building Component 8904 Parks East Blvd. Safety InfamaBon available tram Tans Plate Institute, 583 D'Onoldo Drive. Madison, wI 53719. Tampa, Ft. 33610 Symbols PLATE LOCATION AND ORIENTATION 9/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/ For 4 x 2 orientation, locate plates 0-1/16' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 Width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. a 0 U a. O r— Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43,96-31, 9667A NER-487, NER-561 95110,84-32, 96-67, ER -3907, 9432A NER-691 O U a- 0 2006 MTek® All Rights Reserved IMMobbin1114- ft. r Robbins Engineering Reference Sheet: RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIAPI 1. 7. Design assumes trusses will be suitably protected from ithe environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber j shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. i 10. Camber 1s a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type Oty PlyLandmark Const is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the respornibillity of the 1 F erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding IObrlcotion, quality control. storage, delivery. erection and bracing, consult ANSI/T Il Quality Crlledo. DSB-89 and BCSII Building Component 72673676 0(3.0672 1D ROOF TRUSS 3 1 Job Reference o ti0r1a1 HD Supply, Sanford, Florida 32771 e r 7.030 s Jan 3 2005 MiTek Industries. Inc. Tue Jan 29 15.49.47 2008 Page 1.4-0 7-2.14 13.10-0 _ _ 20.5.2 27-0-0 I I + 1-4-0 7.2.14 6.7.2 6.7.2 7-2-14 Scale. 114-=1' 5x6 = 4 5.00 12 10 \\ 30 3 5 2 6 1 j 4x4 = 10 9 a 7 34 3x4 = 3x4 = 5x5 = 10 \\ 8-4-14 16.2-0 21-7-2 27-0-0 8-4-14 7.9-2 5.5.2 6-0.14 Plate Offsets KY): 2:0-2.6 0-0-2 6:0-3-0 0-1 8 LOADING (psf) SPACING 2-" CSI DEFL in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 100 TC 0.51 Vert(LL) 0.11 2-10 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.29 2-10 >671 240 BCLL 10.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.01 8 n/a rVa BCDL 10.0 Code FBC2004lrP12002 Matrix) Weight: 125 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 64)-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-11-5 oc bracing: 2-10. REACTIONS (Ib/size) 6=222/Mechanical. 2=538/0-4-0, 8=1350/04-0 Max Horz2=139(LC 5) Max Uplift6=-186(LC 6), 2=431(LC 5). 8=-803(LC 5) Max Grav6=281(LC 10), 2=564(LC 9). 8=1350(LC 1) FORCES (lb) - Maximum CompressionlMaximum Tension TOP CHORD 1-2--0/28,2-3=-701/436.3-4=-557/466,4-5=-211/573,5-6=-282/148 BOT CHORD 2-10=-383/584, 9-10=-116/259.8-9=-116/259, 7-8=-167/138, 6-7=-116/198 WEBS 3-10=-377/496,4-10=-537f736,4-8=-968/689,5-8=-5851594. 5-7=0/259 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.Opsf; Category Il; Exp B; partially, MWFRS (low-rise) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint 6, 431 Ib uplift at joint 2 and 803 lb uplift at joint 8. 6) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE RE10,1006 BEFORE USE Design valid lot use only with Mnek or Robbins connectors. This design is based only upon parameters shown, and is for on individual budding Component. A Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not tons designer. Bracing shown 1isforlateralsupportofindividualwebmembersonly. Additional temporary bracing to Insure stability during construction is the respornibillity of the F erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding IObrlcotion, quality control. storage, delivery. erection and bracing, consult ANSI/T Il Quality Crlledo. DSB-89 and BCSII Building Component 6904 Parke East Blvd. Safety Information available from 7rvss Plate Institute. 553 VOnoldo Drive. Madison, WI 53719. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 /16r For 4 x 2 orientation, locate plates 0-11W from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of theroutput. Use T. I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352. ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110,84-32, 96-67, ER -3907, 9432A NER-691 2006 MiTek® All Rights Reserved UC - 0 1 Jf, I Robbins Engineering Reference Sheet: RE -10-10-06 I,& General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x -bracing. is always required. See SCSI]. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor. property owner and all other interested parties. S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% of time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type. size. orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral tracing at 10 ft. spacing. or less. if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. job Truss Truss Type Oty Ply Landmark Const 1 72873677 06I06T2 1E ROOF TRUSS 1 1 Job Reference (optional) HD Supply, Sanford, Florida 32771 7 030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 29 15.49:48 2008 Page r 1-4-0 13.10-0 27-0-0 1-4-0 13.1010 13-10-0 Scale 1/4"=1' 40 = 8 7 9 5 00 12 106 5 11 4 12 3 13 2 14 Iis is 3x4 = 25 24 23 22 21 20 19 18 17 to Is 30 = 5x5 = 27$-0 27-0-0 Plate Offsets KYY 120:0-2-8.0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 018 Ven(LL) -0.00 1 n1r 180 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Verl(rL) 0.01 1 n/r 80 BCLL 10.0 Rep Stress Incr NO WB 0.08 Hotz(rL) 0.01 14 n/a We BCDL 10.0 Code FBC2004lrP12002 (Matrix) Weight: 142 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 64)-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb(size) 14=119/27-8-0, 2=212/275-0.20=141/27.8-0, 21=149/27.8-0, 22=145/27.8-0, 23=159/27--0, 24=102/27-8-0, 25=260/27-8-0, 19=149/27-8-0, 18=144/27$-0, 17=163/27-8-0,16=88/27-8-0,15=290/2741-0 Max Harz 2=139(LC 5) Max Upliftl4=415(LC 6), 2=-150(LC 5), 21=-124(LC 5). 22=-132(LC 5), 23=-137(LC 5), 24=-99(LC 5). 25=-213(LC 5), 19=422(1-C 6).18=431(1-C 6).17=-142(LC 6), 16=-78(LC 6), 15=-256(LC 6) Max Grav 14= 1 19(LC 1), 2=212(LC 1), 20=141(LC 1), 21=153(LC 9). 22=145(LC 1), 23=159(LC 9), 24=102(LC 1), 25=260(LC 9), 19=153(LC 10), 18=144(LC 1), 17=163(LC 10), 16=88(LC 1), 15=290(LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27,2-3=-132/36,34=-38/90,4-5=-27/128, 5-6=-29/180,6-7=-29/230.7-8=-29/274.8-9=-29/268, 9-10=-29/207, 10-11=-30/142,11-12=-26/84,12-13=-40/47,13-14=-93/39 BOT CHORD 2 -25=0/136,24 -25=0/136,23.24=0/136,22 -23=0/136,21-22=0/136,20-21=0/136,19-20=0/136,18-19=0/136, 17-18=0/136, 16-17=0/136,15-16=0/136,14-15=0/136 WEBS 8-20=-101/0, 7-21=-113/144,6-22=-1061151, 5-23=-115/157, 4-24=-79/117, 3-25=-182/239, 9-19=-113/142. 10-18=-106/151 11-17=-1171160,12-16=-72/107,13-15---196/260 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind' ASCE 7-02: 120mph (3 -second gust); h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category 11, Exp B, partially, MWFRS (low-rise) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-" oc. 7) *This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 Ib uplift at joint 14, 150 Ib uplift at joint 2. 124 Ib uplift at joint 21, 132 Ib uplift at joint 22,137 Ib uplift at joint 23, 99 lb uplift at joint 24, 213 Ib uplift at joint 25,122 lb uplift at joint 19, Lyndon F. Schmidt, FL Lic #43409131Ibupliftatjoint18. 142 Ib uplift at joint 17, 78 Ib uplift at joint 16 and 256 Ib uplift at joint 15. 9) Designed by JS Robbins Engineering Blvd LOAD CASE(S) Standard a, FL, 33610Tampa, FL Cert.95555 January 30,200 TIL WARNING - Verity design pararniners and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE REI O- 10-06 BEFORE USE Design valid for use only with MRek or Robbins connectors. This design is based only upon porometen shown, and its for on IndMduol building component. 0 Applicability of design paromenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsiblility of the 16 - erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSIM11 Ouoftiy World. DSI -89 and BCSII Iunding Component 6904 Portia East Blvd. Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive. Madison, VA 53719. Tames. FL 37110 Symbols PLATE LOCATION AND ORIENTATION 4-13/; Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/16" For 4 x 2 orientation, locate plates W/W from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of theroutput. Use T. I or Eliminator bracing if indicated. BEARING Indicates location where bearingsno (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI l : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 a - O U o_ O Numbering System I Q General Safety Notes Failure to Follow Could Cause Property 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Drawings not to scale) 1. Additional stability bracing for truss system, e.g. diagonal or x -bracing, is always required. See SCSI 1. 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43,96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A NER-691 2006 MiTekO All Rights Reserved All I obbins r Robbins Engineering Reference Sheer RE -10-10-06 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing. or alternative T. I. or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer. erection supervisor. property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant. preservative heated. or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type Qty Ply Landmark Const r 72873878 0%-0072 2A ROOF TRUSS 1 1 Job Reference o !Tonal HD Supply, Sanford, Florida 32771 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Jan 29 15'49,49 2008 Page r 1-4-0I 9-5-0 18-1D-0 + za2-0 14-0 9-5-0 9-5-0 1.4-0 Scale = 1.35.2 40 = 6 5.00 t2 5 7 4 e 3 9 2 n n IBI n n n 10 30 = Its if 11b 1* 14 30 = 5x5 = 18.10-0 18.10-0 Plate Offsets (X,Y)- 115-0-2-8.0-3-01 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.00 7C 0.17 Vert(LL) -000 11 n/r 180 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.00 10 n/r 80 BCLL 10.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 10 We n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (1b/size) 10=202118-10-0,15=138118-10-0,16=156/18-10.0,17=118/18-10-0. 18=227/18-10-0, 14=156/18-10-0, 13=118/18-10-0, 12=227/18-10-0, 2=202/18-10-0 Max Horz2=91(LC 5) Max UpIiff10=-186(LC 6).16=-132(LC 5), 17=-114(LC 5), 18=-182(LC 5), 14=-131(LC 6), 13=-114(LC 6), 12=-181(LC 6), 2=-169(LC 5) Max Grav10=202(LC 1), 15=138(LC 1), 16=160(LC 9), 17=118(LC 1), 18=227(LC 9), 14=160(LC 10), 13=118(LC 1), 12=227(LC 10), 2=202(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 23=-07/41, 3-4=-34/111, 4-5=-27/154, 5.6=-29/202, 6-7=-29/196, 7-8=-27/131, 8-9=-34!74, 9-10=-44/31, 10-11=0/27 BOT CHORD 2-18=0/115, 17-18=D/115, 16-17=0/115, 15.16=0/115, 14-15=0/115, 13-14=0/115. 12-13=0/115, 10-12=0/115 WEBS 6-15=-100/0, 5-16=-118/153.4-17=-89/130, 3-18=-161/211, 7-14=-118/152, 8-13=-89/131, 9-12=-161/211 NOTES (9) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-02, 120mph (3 -second gust); h=15f: TCDL=4.2psf, BCDL=5.Opsf; Category 11, Exp B; partially, MWFRS (low-rise) gable end zone: Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-" oc. 7) 'This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 Ib uplift at joint 10. 132 Ib uplift at joint 16, 114 Ib uplift at joint 17.182 Ib uplift at joint 18,131 Ib uplift at joint 14,114 Ib uplift at joint 13,181 Ib uplift at joint 12 and 169 Ib uplift at joint 2 9) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE REID-ID-06 BEFORE USE. Design valid lot use only with MiTek or Robbins connectors. This design is based only upon parameters shown, and is for on individual building component. A Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibrllrty, of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quolily control, storage. delivery, erection and bracing. consult ANSI/71`I1 Ouo9ly Criteria. 03111-89 and BCSII Building Component 6904 Parks East Blvd. Safety Information ovoiloble from Truss Plate Institute. 583 D'Onofrio Drive. Madison. wl 53719. Tampa, FL 33eto Symbols Numbering System PLATE LOCATION AND ORIENTATION M-1 3/4 Center plate on joint unless x, y offsets are indicated. I1 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ 16" For 4 x 2 orientation, locate plates 0-114' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T. I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI l : National Design Specification for Metal Plate Connected wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected wood Trusses. Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A NER-691 O a: O U CL O 2006 MiTekO All Rights Reserved Robbins Engineering Reference Sheet RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x -bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral traces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. I 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. j 8. Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIAPI I Quality Criteria. Job Truss Truss Type oty Ply Landmark Const t 72873679 OF -0672 28 ROOF TRUSS 12 1 Job Reference (optional) HD Supply, Sanford, Florida 32771 r 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 29 15:49:50 2008 Page 14-0 5-0-6 9-5-0 13.9.10 18.10-0 20.2-0 14-0 5-0-6 44.10 4.4.10 5.0.6 14-0 Scale = 1:35.2 44 = 4 5.DO 12 1x4 J 1x4 G 3 5 2 6 A1 7 i. 3x6 0 axe 5x8 = 0.5-01 18-10-0 9.5-0 9.5-0 Plate Offsets Y:[2.0-3-0.0-1-81,16:0-3-0,0-1-81.18 04-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.14 2-8 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.37 2-8 >602 240 BCLL 10.0 Rep Stress Incr YES WB 017 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Weight: 83 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=769/041-0, 2=769/04-0 Max Horz 2=91 (LC 5) Max Up1ift6=-552(LC 6), 2=-552(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-3=-1274/844, 34=-968/597, 4-5=-968/597, 5-6=-1274/845, 6-7=0/28 BOT CHORD 2-8=-739/1137, "=-648/1137 WEBS 3-8=-340/407,4-8=-1921515, 5-8=-340/408 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3 -second gust); h=15ff, TCDL=4.2psf; BCDL=5.Opsf, Category ll, Exp B; partially, MWFRS (low-rise) gable end zone; Lumber DOL=1.33 plate grip DOL=1 33. 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 Ib uplift at joint 6 and 552 lb uplift at joint 2 5) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 A WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE 11E10.10-06 BEFORE USE. Design valid for use only with Mlek or Robbins connectors. This design is based only upon parameters shown. and is for on individual building component. 0 Applicability of design poromenters and proper incorporation of component 6 responsibility of building designer - not truss designer. Bracing shown IS IOr lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibrllrty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Crlterlo, DSS -1119 and BCSII Building Component Solely Information available from Truss Plate Institute. 583 D'Onofrlo Drive. Madison. WI 53719. 6804 Blvd. Tempae,, FiLt 7336161 0 Symbols PLATE LOCATION AND ORIENTATION 3/ 41 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 16" For 4 x 2 orientation, locate plates 0-'4' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MfTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vory but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected wood Trusses. Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A NER-691 O a! O S U a. O 2006 MTek® All Rights Reserved Robbins Engineering Reference Sheet RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property I Damage or Personal Injury i I. Additional stability bracing for truss system, e.g. diagonal or x -bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. I 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. i 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted. moisture content of lumber i shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated. or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used sholl be of the species and size, and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. - Job Truss Truss Type Off, Ply Landmark Const 1 T2873680 06,0672 2C ROOF TRUSS 1 2 Job Reference (optional) HD Supply, Sanford, Florida 32771 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 2915:49.51 2008 Page 5-06 9-5-0 l 13-9-10 18-10-0 5-06 4-4-10 44-10 f 5-06 Scale = 1 30.7 4x6 11 3 500 72 3x8 % 3x6 2 4 1-7 5 1 9 10 8 11 12 7 13 14 6 15 16 4x70 400 % 3x6 11 7x8 = 34 II 5-06 95-0 13.9.70 18.10-0 5-05 4.4.10 4-4-10 5-0.6 Plate Offsets KY). . 1:039 0-2-4 5:0-3-9 0-2.4 7.0.4-0 0.4.8 LOADING (psQ SPACING 2-0-0 CSI DEFL in (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.72 Vert(LL) 0.23 7-8 >983 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.30 7.8 >730 240 BCLL 100 Rep Stress Incr NO WB 0.68 HOrz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC2OD4/rP12002 (Matrix) Weight: 196 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc puffins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 7312 oc bracing. WEBS 2 X 4 SYP No 3 REACTIONS (lb/size) 1=4978/0-4-0, 5=3236/0-" Max Horz 1=-65(LC 6) Max Upliftl=-3331(LC 5), 5=-2166(LC 6) FORCES (Ib) - Maximum Com iression/Maximum Tension TOP CHORD 1-2=-9191/6130, 2-3=-5948/4011, 3.4=-5948/4011,4-5=-7095/4779 BOT CHORD 1-9=-5640/8442, 9-10=-5640/8442, 8-10=-5640/8442.8-11=-5640/8442, 11-12=-5640/8442, 7-12=-5640/8442, 7-13=-4324/6491,13-14=4324/6491, 6-14=4324/6491, 6-15=A324/6491,15-16=432416491, 5-16=4324/6491 WEBS 2-8=-152212426,2-7=-3318/2316,3-7=-281614266,4-7=-I 1641935, 4-0=-430/724 NOTES (8) 1) 2 -ply truss to be connected together with 1 O (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc Bottom chords connected as follows. 2 X 6 - 2 rows at D-7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 120mph (3 -second gust), h=15ft; TCDL=4.2psf, BCDL=5 Opsf; Category 11; Exp B, partially, MWFRS (low-rise) gable end zone, Lumber DOL=1.33 plate grip DOL=1.33. 5) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3331 Ib uplift at joint 1 and 2166 Ib uplift at joint 5 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 990 lb down and 663 Ib up at 0-9.4, 990 Ib down and 663 Ib up at 2-94, 990 Ib down and 663 Ib up at 4-9-4, 990 Ib down and 683 Ib up at 6-9-4, 990 Ib down and 663 Ib up at 8-941, 990 lb down and 663 Ib up at 1D -9A, 261 Ib down and 196 Ib up at 12-9-4, 261 Ib down and 196 Ib up at 14-94, and 261 Ib down and 196 Ib up at 16-94, and 119 Ib down and 45 Ib up at 18.8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Designed by JS Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering LOAD CASE(S) Standard 6904 Parke East Blvd 1) Regular: Lumber Increase=l 25, Plate Increase=l 00 Tampa, FL, 33610 FL Cert.#5555 January 30,200 Continued on paoe 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE RE1610-06 BEFORE USE Design vorid for use only with fArTek or Robbins connectors. This design Is based only upon porometers shown. and is for an individual building component. Applicability of design poromenlers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing Of the Overall structure Is the responsibility Of the building designer. For general guidance regarding fabrication, quality control, storage. delivery. erection and brocing, consult ANSI/TPII Ouoltiy CrNeda, D39.69 and BCSII Building Component Safety Information available from Truss Plate InstiWte. 583 D'Onotrio Drive. modison. WI 53719. i i7,5 , 'L1 , -)L rte 6904 Parks East Blvd. Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-%6" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110,84-32, 96-67, ER -3907, 9432A NER-691 O U a_ O 2006 MTek® All Rights Reserved pp— Robbins Engineering Reference Sheet RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See SCSI l . 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and ail other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIAPI 1. i 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. I 8. Unless otherwise noted, moisture content of lumber i shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for iuse with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structurol consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral gracing at 10 h. spacing. or less, it no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI I Quality Criteria. P, Job Truss Truss Type Oy Ply Landmark Const t 72873880 06f0672 2C ROOF TRUSS 1 Z Job Reference o Tonal HD SUDDN. Sanford. Florida 32771 7.030 s Jan 3 2008 Mi ek Industries, Inc. Tue Jan 29 15.49*51 2008 Page LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 1-5=-20 Concentrated Loads (lb) Vert: 5= -119(B)8= -990(8)9= -990(B)10= -990(B)11= -990(8)12=-990(8)13=-990(B)14=-261(8)15=-261(8)16=-261(8) A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE RE10.1046 BEFORE USE Design valid for use only with Malek or Robbins connectors. This design is based only upon parameters shown. and is for on indMduol building component o Applicability of design parOmenters and proper incorporation of component is responsibility of building designer - not truss designer Bracing shown for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the fl, erector. Additional permanent brocrng of the overall shUcture is the responsibility of the building designer For general guidance regarding fabrication, quality control, storage, delivery, erection and brocing, consult ANSI/TPII Quality Criteria. DSB-B1 and BCSII BuOding Component 61104 Perk* East Blvd. Safety Information available from Truss Plate Institute. 583 D'Onoldo Drive, Madison. WI 53719. Tamm. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/ 41 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ 16" For 4 x 2 orientation, locate plates 0-%6" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS Cl ci-2 c2a WEBS U NU o - O c7$ Cbl C5_6 BU IUM (. tHUKL)b 8 7 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A NER-691 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x -bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing. or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. a 4. Provide copies of this truss design to the building 0 designer, erection supervisor, property owner and U all other interested parties. QI 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss of each 5 joint and embed fully. Knots and wane at joint i locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 2006 MTek® All Rights Reserved Robbins Engineering Reference Sheet RE -10-10-06 i 8. Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size. orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI I Quality Criteria. Job Truss Truss Type City PlyLandmark Const T2873681 0"672 FA FLOOR 1 1 Job Reference o (tonal HD Supply, Sanford, Florida 32771 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 29 15:49:52 2008 Page Scale = 1.39.3 34 FP= 3X4 11 3x4 = 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 II 3x6 FP= 3x4 II 23.38 233-8 Plate Offsets (X.Y): 1:Ed a 0-1.8 39:Ed a 0-1-8 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) rile nla 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) Na n1a 999 BCLL 0.0 Rep Stress Ina NO WB 0.02 Horz(fL) 0.00 20 n/a n/a BCDL 5.0 Code FBC20D4/TPI2002 Matrix) Weight: 103 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No 2ND TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins, except BOT CHORD 4 X 2 SYP No.2ND end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) 39=38/23-3-8, 20=11/23-3-0, 38=99/23.3-3, 37=98/23-3-0, 36=98/23-3.8, 35=98/23-3-8, 34=98/23-3-8, 32=98/233-0, 31=98/23-3-8, 30=98/2338, 29=98/233.8, 28=98/233.8. 27=98/233.8.26=98/233-8, 25=98/2338.24=98/23-3-8, 23=97/233-8, 22=102/2338, 21=71/2338 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-39=-3510,19-20=-710,1-2=-&O, 2-3=-3/0, 3-4=-/0, 4-5=-3/0, 5-6=-3/0,6-7=-3/0,7-8=-WO, 8-9=-3/0, 9-10=-/0. 10-11=-3/0 11-12=-3/0, 12-13=-3/0, 13-14=3/0, 14-15=-3/0, 15-16=-3/0, 16-17=-3/0, 17-18=-3/O, 18-19=-3/0 BOT CHORD 3839=0/3, 37-38=0/3, 36-37=0/3, 35-36=0/3.34-35=0/3, 3334=0/3, 32-33=0/3.31-32=0/3.30-31=0/3, 29-30=0/3, 28-29=0/3.27-28=0/3, 26-27=0/3, 25-26=0/3, 24-25=0/3, 2324=0/3, 22-23=0/3.21-22=0/3, 20-21=0/3 WEBS 2-38=-90/0, 337=-89/0.4-36=$9/0, 5-35=-89/0, 6-34=-89/0, 7-32=-8910, 8-31=-89/0, 9-30=-89/0,10-29=-89/0.11-28=-89/0, 12-27=-89/0, 1326=-89/0, 14-25=-09/0, 15-24=-89/0, 16-23=-88/0. 17-22=-92/0, 18-21=-68/0 NOTES (6) 1) All plates are 1x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web) 4) Gable studs spaced at 1.4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE REIO.10-06 BEFORE USE Design valid for use only with Mitek or Robbins connectors. This design is based only upon parameters shown. and is lor on individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is lor lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/FPII Quality Criteria. DSB-89 and BCSII Building Component safety Information available from Truss Plate Institute, 583 D'Onolno Drive. Madison, WI $3719 6904 Puke East Blvd. Tampa, FL 33510 Symbols Numbering System PLATE LOCATION AND ORIENTATION 3/; Center plate on joint unless x, y offsets are indicated. 6-4-8 d'l h ft ' t th Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 /16r For 4 x 2 orientation, locate plates 0-146' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T. I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Elm Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. O rY O X U CL O menslons s own 1n -rn-sa een s Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A NER-691 2006 MTek® All Rights Reserved J Robbins Engineering Reference Sheet: RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x -bracing, is always required. See BCSI1. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each j joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIAPI I Quality Criteria. Job Truss Truss Type Oty Ply Landmark Const T2973682 0610672 FB FLOOR 8 1 Job Reference (optional) HD Supply, Sanford, Florida 32771 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 29 15:4952 2008 Page 1I.0 i 1 Scale = 1:38.9 10 II 44 = 1x4 II 3x6 FP= 4x6 = 1 2 3 4 5 6 7 a 9 10 11 12 13 a of fit 26 25 24 23 22 21 20 19 16 17 18 15 14 40 = 3x10 MT20H FP = 1x4 11 10 II 3x6 = 40 = 3x6 = 1 t-9-0 1.6.0 4-0-0 9-1-5 10.7-8121" 2-0 19-3-8 21-9-8 ,F 21 + 1 1 1-6-0 2.8-0 5.1.9 1-0-0 0.1-8 112",14 1-0-0 1-5-0 5.1.8 2.6.0 1." 1.0.0 Plate Offsets KY): : 1:Ed a 0-1-86:0-1.8 Ede :0-1-8Ed a 26 Ed a 0-1.8 LOADING(psf) SPACING 14-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 400 Plates Increase 1.00 TC 0.52 Vert(LL) -042 20 >651 480 MT20 244/190 TCDL 100 Lumber Increase 1.00 BC 1 00 Vert(TL) -0.66 19-20 >417 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(rL) 0.10 14 n/a n/a BCDL 5.0 Code FBC2004rrP12002 (Matrix) Weight: 122 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putting, except BOT CHORD 4 X 2 SYP NO.2ND 'Except' end verticals. 14-22 4 X 2 SYP No. 2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: WEBS 4 X 2 SYP No.3 2-2-0 oc bracing: 20-21,19-20,18-19. REACTIONS (lb/size) 26=845/0-7-0, 14=845MIechanipt FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-840/0.13-14=-840/0,1-2=-87610. 2-3=-2235/0, 3-4=-3233/0.45=-3233/0, 5.6=-3799/0, 6-7=-4008/0,7-8=-380210, 8-9=-3235/0.9-10=3235/0, 10-11=3235/0, 11-12=-2235/0, 12-13=-876/0 BOT CHORD 25-26=0/0, 24-25=0/1659.23-24=0/2794, 22-23=0/3613, 21-22=0/3613.20-21=0/4008. 19-20=0/4008, 18-19=0/4008, 17-18=0/3606,16-17=0/2794,15-16=0/1658,14-15=0/0 WEBS 6-20=-1501160.7-19=-149/187,1-25=0/1166, 2-25=-1089/0, 2-24=0/802, 3-24=-777/0, 3-23=0/597, 4-23=-38/0, 5-23=-516/0, 5-21=0/367.6-21=-516/86,13-15=0/1 166.12-15=-1088/0. 12-16=0/802, 11-16=-777/0, 11-17=0/599, 10-17=46/0, 8-17=505/0, 8-18=0/385,7-18=-524183 NOTES (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 6) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCWOED ROBBINS REFERENCE PAGE RE10.10-06 BEFORE USE Design valid for use only with 141ek or Robbins connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design poramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, Of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fobricolion, quolrty, control, storage. delivery. erection and bracing, consult ANSIMII Quality Crlferlo. DSB-B1 and BCSII Building Component Safely Information available from 7rvss Plate Institute. 593 D'Onolrb Drive. Madison, col 53719. 6904 Perk* East Blvd. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 4-13/; Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ 16" For 4 x 2 orientation, locate plates 0-14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. a O U CL O R Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110,84-32, 96-67, ER -3907, 9432A NER-691 5 Q O x U 12- 0O 2006 MiTek® All Rights Reserved Robbins Engineering Reference Sheet RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x -bracing. is always required. See BCSI1. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. i5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSVIPI 1. I 8. Unless otherwise noted. moisture content of lumber j shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated. or green lumber. i 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type. size. orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 h. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance yaks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type Qty Py Landmark Const 72873663 06;0672 FC FLOOR 10 1 Job Reference o Tonal HD Supply, Sanford, Florida 32771 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 29 1549:53 2008 Page I1.3-0 I1 -"i2_0-0 11-7 Scale = 1:39.4 1x4 II 44 = 10 II 3x6 FP= 44 = 1 2 3 4 5 6 7 6 9 10 11 12 13 4 Fir 111 26 25 24 23 22 21 20 19 18 17 16 15 14 40 = 300 MT20H FP= 1x4 II 1x4 II 3x6 = 4x4 = 34 = 11.9-0 12-10-5 I.6_04-0-0 9.1-8 10.7.9101.0 19.7-0 22-1-0 + 23-7-0 i1214-5-61I + 1.6.0 2.6-0 5.1-0 1-0.0 0-1-0 1-0-0 1.7.0 5.1-0 2.6-0 1.6-0 1-00 0.1-8 Plate Offsets KY : 1:Ed a 0-1.8 6:0-1-8Ed a 7:0-1-8Ed a 26 Ed a 0-1-8 LOADING (psf) SPACING 1.4-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Verl(LL) -0.44 19-20 >643 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 088 Vert(TL) -0.68 19-20 >411 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 047 Horz(TL) 0.10 14 We n/a BCDL 50 Code FBC2004/TPI2002 (Matrix) Weight: 123 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 4 X 2 SYP NO.2ND'Except' end verticals. 14-22 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 4X2SYP No3 REACTIONS (Ib/size) 26=856/D-7-0.14=856/0-4-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-851/0, 13-14=-850/0, 1-2=-088/0.2-3=-2269/0.3.4=-3291/0, 4-5=-3291/0, 5.6=-3877/0, 6-7=41111210.7-8=4877/0, 8-9=-3289/0,9-10=-3289/0, 10 -11= -3289/0.11 -12= -2269/0,12 -13= -MIO BOT CHORD 25-26=0/0, 24-25=0/1682, 2324=0/2839, 22-23=0/3680, 21-22=013680, 20-21=0/4112, 19-20=0/4112, 18-19=0/4112, 17-18=0/3683,16-17=0/2839,15-16=0/1681,14-15=0/0 WEBS 6-20=-148/178. 7-19=-150/168, 1-25=0/1182, 2-25=-1104/0, 2-24=0/817, 3-24=-793/0, 3-23=0/614, 4-23=-40/0, 5-23=-528/0, 5-21=0/381, 6-21=-549!75, 13-15=0/1182. 12-15=-1104/0, 12-16=0/818, 11-16=-793/0, 11-17=0/610, 10-17=-33/0, 8-17=-536/0,8-18=0/374,7-18=-547/77 NOTES (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 5) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 A WARNING-Vedy design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE REIP10-06 BEFORE USE Design valid for use only with Wek or Robbins connectors. This design is based only upon parameters shown, and is for on individual building component Applicability of design poromenters and proper incorporation of component is responsibility of building designer. not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the budding designer. For general guidance regarding fabrication. quality control, storage. delivery. erection and bracing, consult ANSI/1P11 Quality Crlledo, DSB-B9 and BCSII Building Component Safety Information ovollobfe from Truss Plate Institute, 553 VOnoldo Drive. Madison. wl 53719. D 715 .I-)_11)1 it 6904 Puke East Blvd. Tamps, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 13/; Center plate on joint unless x, y offsets are indicated. Dimensions ore in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/16 r For 4 x 2 orientation, locate plates 0 -'Ai' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSIAPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected wood Trusses. Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243.96048, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A NER-691 o: O X U a. O 2006 MiTekO All Rights Reserved op 1lb-DIT"TNIOA Robbins Engineering Reference Sheet RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system. e.g. diagonal or x -bracing, is always required. See BCSI1. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building i designer, erection supervisor, property owner and iall other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. 8. Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less. if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance wilh ANSI/TPI I Quality Criteria. L 06;0672 FD HD Supply, Sanford, Florida 327' 6x6 = 1 III 32 31 3x4 11 4x6 = 8 I 1 IJob Reference (optional) 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Jan ffi ps i v Scale = 1,46 3x8 FP= 3x6 FP= 4x8 I I 4x8 11 06 II 4x8 II 8x8 = 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 4x4 = 3x4 = 5x5 = 3x10 MT2OH FP= 3x4 = 04 = 4x6 = 3x4 II 2x4 SP= 30 = 110 II 5x5 = to." 13.1.0 I 1-" 1 4-0-0 l 9.1.8 I 10.7-0 i.11.".12.9 -0I + 15.7-8 1 18-1-6 + 23-3-0 + 25.9.0 I 27-3.0 1.6-0 2-6.0 5.1-0 1-"0-1-8 1-0-0 2ao 2a0 5.1.0 2a0 1-" 1-0.0 0-4-5 LOADING(psf) SPACING 14-0 CSI DEFL in (loc) Vden Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.64 25 >506 480 W20 244/190 TCDL 100 Lumber Increase 1.00 BC 081 Vert(rL) -1.00 25 >324 240 W20H 187/143 BCLL 00 Rep Stress Incr YES WB 057 Horz(TL) 0.15 18 n/a rile BCDL 50 Code FBC2004/TP120D2 (Matrix) Weight: 180 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No 2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. except BOT CHORD 4 X 2 SYP SS end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 32=990/0-7-0, 18=990/0.4-0 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-32=-985/0, 17-18=-98510, 1-2=-1097/0, 2-3=-2843/0, 3-4=-4229/0.4-5=A229/0. 5.6=-5137/0, 6-7=-5137/0, 7-0=-5681/0, 8-9=-5681/0,9-10=-5757/0,10-11=-5669/0. 11-12=-5146/0, 12-13=-5146/0, 13-14=-4226/0, 14-15=-4226/0, 15.16=-2843/0, 16-17=-1096/0 BOT CHORD 31-32=00, 30-31=0/2079, 29-30=013589, 28-29=0/4770, 27-28=0/5536.26-27=0/5681, 25.26=0/5681, 24-25=0/5820, 23-24=0/5820.22-23=0/5501, 21-22=0/4773, 20-21=013588,19-20=0/2079,18-19=0/0 WEBS B-27=-807/136,9-26=-467/130,1-31=0/1427, 2-31=-133210.2-30=011036,3-30=-1013/0,3-29=0/849.4-29=-63/0, 5-29=-719/0.5-28=0/531, 7-28=-626/0.7-27=-178/1022. 17-19=0/1427, 16-19=-1333/0, 16-20=0/1037, 15-20=-1011/0. 15-21=01847,14-21 =-63/0, 13-21=-726/0. 13-22=0/506, 11-22=481/0, 11-23=0/295, 10-23=-271/0, 10-25=-320/299. 9-25=-298/625 NOTES (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Required 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 5) Designed by JS LOAD CASE(S) Standard A WARNING - Verify deslpn parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE RE 10.10-06 BEFORE USE Design valid for use only with Mitek or Robbins connectors. This design is based only upon parameters shown. and is for on individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of budding designer - not truss designer. Bracing shown I' for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. fp general guidance regarding fabrication. quality control. storage. delivery. erection and bracing. consult ANSIPI'll Quality Criteria, 059.89 and 111011 Building Component Solely Information available from Truss Plate Institute. 583 D'Onoldis Drive. Madison. WI 53719. Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,20 f1mmanks Essaiassawfi '-.'S." 9904 Parke East Blvd, Tempa, FIL 33610 Symbols PLATE LOCATION AND ORIENTATION 4-13/; Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. Q'1/ 16" For 4 x 2 orientation, locate plates 0-'1e' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In Welk 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. o! O U a - O R Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110,84-32, 96-67, ER -3907, 9432A NER-691 a 0 U a O 2006 MTekO All Rights Reserved blblhms Robbins Engineering Reference Sheet RE -10-10-06 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I. Additional stability bracing for truss system, e.g. diagonal or x -bracing, is always required. See SCSI 1. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I. or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor. property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. i 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. j 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated. or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type. sae. orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 It. spacing, or less, if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words _ ~ and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ' ANSI/TPI 1 Quality Criteria. Job Truss Truss Type Ory Ply Landmark Const I r 72873685 0690E-72 FE FLOOR 1 1 Job Reference o tional HD Supply, Sanford, Florida 32771 7 030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 29 15:49:55 2008 Page t i 0 f- 1" Stale = 1:46 7 4x8 = 3x6 = 10 II 3x6 FP= 10 11 3x6 = 1 2 3 4 5 5 7 8 9 10 11 12 13 14 r 1 d 29 28 27 26 25 24 23 22 21 20 19 t6 17 16 15 3x6 II 4x6 11 3x6 11 3x6 II 3x6 11 3x6 II 3x6 II 5x6 11 4x6 = 1x4 11 3x6 FP= 1.6-0 4-0.0 6.8-0 12-3-0 14.9-0 16.3.0 17.6-0 23-3-0 25-9-0 27-3-0 1.8-0 2$0 2.6-0 5-9-0 2-90 1-90 1.3-0 5.9-0 2-0.0 1.6-0 Plate Offsets MY). . 4:0-1-8Ed a 12 0-1-0 Ed a 19:0-1-8Ed e LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) -0.16 25-26 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.24 25-26 >793 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.03 15 n/a n/a BCDL 5.0 Code FBC2004lrP12002 Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins, except BOT CHORD 4 X 2 SYP No.2ND end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. REACTIONS (Ib/size) 29=792M-7-0,15=497/04-0, 21=1881/0-" Max Grav29=81 1 (LC 7), 15=564(LC 3), 21=1681(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-29=-804/0, 14-15=-556/0, 1-2=-037/0, 2-3=-2000/0, 3-4=-2525/0, 4-5=-2502/0, 5-0=-2502/0, 6-7=-1473/0, 7-8=-59/319, 8-9=-59/319,9-10=-222/625,10-11=-1130/126, 11-12=-1130/126,12-13=-1098/0, 13-14=-519/0 BOT CHORD 28-29=-0/0, 27-28=0/1573, 26-27=0/2411, 25-26=0/2502, 24-25=0/2502.23-24=0/2057, 22-23=0/917, 21-22=-1308/0, 20-21=-1137/0, 19-20=-401/752, 18-19=-126/1130. 17-18=-126/1130, 16-17=0/978. 15-16=0/0 WEBS 9-21=-1668/0,1-28=0/1089,9-22=0/1289, 2-28=-998/0, 7-22=-1189/0, 2-27=0/580, 7-23=0/798, 3-27=-558/0, 6-23=-853/0, 3-26=0/234, 6-24=0/756, 4-26=-212/266, 4-25=-301/13, -1-24=-24510, 14-16=0/691, 9-20=0/855, 13-16=-639/0, 10-20=-834/0 13-17=-81/167, 10-19=0/744, 12-17=43/204, 11-19=-018/0, 12-18=-205/0 NOTES (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCWDED ROBBINS REFERENCE PAGE REt410-05 BEFORE USE. Design valid for use only with NUTek or Robbins connectors. This design Is based only upon parameters shown. and is for on Individual building component. ApplrcobBity of design poromenlers and proper incorporation of coniponenl Is responsibility of building designer - not truss designer Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the^'T erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage. delivery, erection and bracing. consult ANSI/TFII Quality Criterb. DSB-B9 and BCSII Building Component 6904 Parka East Blvd. Safety Information ovogoble from Truss Plate Institute. 583 VOnofno Drive. Madison, wl 53719. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/a' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'1/ 16" For 4 x 2 orientation, locate plates 0-14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPl1: National Design Specification for Metal Plate Connected wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected wood Trusses. O U CL O R Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LE TERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 96048, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32.96-67, ER -3907, 9432A NER-691 O U a- 0 2006 MTek® All Rights Reserved JTA Robbins Engineering Reference Sheet RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-brocing, is always required. See BCSI1. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. I 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% of time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated. or green lumber. i 10. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type. size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. ` 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI I Quality Criteria. Job Truss Truss Type Oty Ply Landmark Const 72873686 06.0672 FF FLOOR 3 1 Job Reference (optional) HD Supply, Sanford, Florida 32771 7 030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 29 15.49.55 2008 Page 13 1 1-10.0 I Scale = 1:1116 1x4 II 3x8 = I 3x6 = 2 3 4 5 6 72 11 10 9 a 1x4 II 1-0-0 7.4.0 9.10-0 11.4-0 1.8-0 5.10-0 2-" 1-0.0 Plate Offsets X Y : 4:0-1-8Ed a 11:0-1-8Ed a 13:Ed a 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.09 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.13 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC20041rPI2002 Matrix) Weight: 61 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2ND end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. REACTIONS (Ib/size) 13=61010-8-0,7=610104-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-596/0, 6-7=-002/0, 1-2=-551/0, 23=-1357/0, 3-4=-1357/0, 4-5=-1247/0, 5-0=570/0 BOT CHORD 12-13=-0/0, 11-12=0/1059, 10-11=0/1357, 9-10=0/1357, 8-9=0/1073, 7-8=0/0 WEBS 6-8=0/759, 1-12=0!734.5.8=-700/0, 2-12=-706/0, 5.9=0/281, 2-11=0/527, 4-9=-279/0, 3-11=-232/0, 4-10=-125/39 NOTES (4) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 A WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE RE10- 1046 BEFORE USE Design volid for use only with Milek or Robbins connectors. This design 4 based only upon parameters shown. and a for an individual building component. 0 Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not buss designer. Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the '"""F 1"` erector. Additional permanent bracing of the overall Structure B the responsiblrty, of the building designer. For general guidance regarding fabrication. quality control, storage. delivery. erection and bracing, consult ANSIMII Qualify Criteria. DSB-B9 and BCSII Building Component OM Parke Eval Blvd. Softly Information available Irom inns Plate Institute. 553 D'Onoldo Drive. Madison. VA 53719 Tempe. FL 33910 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0- 1/ 16" For 4 x 2 orientation, locate plates 0-%6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T. I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI l : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110,84-32, 96-67, ER -3907, 9432A NER-691 2006 MTek® All Rights Reserved Robbins Engineering Reference Sheet RE -10-10-06 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See SCSI 1. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T.1, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor. property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant. preservative treated. or green lumber. 10. Camber is a non-structurol consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type Oy PlyLandmark COr151 r 72873687 06.0672 FG FLOOR 1 1 Job Reference o tlanal HD Supply, Sanford, Florida 32771 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Jan 29 15.49:55 2008 Page a Seale = 1 18 9 3x4 II 3x4 II 1 2 3 4 5 6 7 8 9 10 3x4 11 3x4 I I 11.4.0 r 11-4.0 Plate Offsets MY): 1:Ed a 0.1-8 20:Ed a 0-1.8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 002 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 11 n/a We BCDL 50 Code FBC2004/TP12002 Matrix) Weight: 53 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 4 X 2 SYP No 2ND end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) 20=58/11-0-0, 11=20/11--0, 19=149/11-4 , 18=146/11-4-0, 17=147/114-0, 16=147/11-0-0, 15=147/11.4-0, 14=145/11-0-0, 13=153/11-0-0, 12=108/11-0-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-53/0, 10-11=-13/0, 1-2=-5/0, 2-3=-5/0, 34=-5/0, 4-5=-5/0, 5-0=-5/0, 6-7=-5/0, 7-8=-5/0. 8-9=-5/0, 9-10=-5/0 BOT CHORD 19-20=0/5, 18-19=0/5, 17-18=0/5, 16-17=0/5, 15-16=0/5, 14-15=0/5, 13-14=0/5, 12-13=0/5, 11-12=0/5 WEBS 2-19=-135/M, 3-18=-133/0,4-17=-133/0,5-16=-133/0,6-15=-134/0,7-14=-132/0,8-13=-139/0,9-12=-103/0 NOTES (6) 1) All plates are 1x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1.4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED ROBINS REFERENCE PAGE RE111.10416 BEFORE USE. Design valid for use only with Mlek or Robbins connectors This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addilionol temporary bracing to insure stability during constrvclion Is the responsiblllly of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery. erection and bracing, consult ANSI/TFI1 Quality Criteria, DS1-8 and BCSII Building Component Soley Information available from Truss Plate Institute. 583 D'Onoldo Drive. Madison, WI $3719. 7 L .I,1 I 6804 Parka East Blvd. Tamps, FL 33610 Symbols —_ -- --T-- ---- PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. A For 4 x 2 orientation, locate plates 0-'4e' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MfTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 M O U o - O Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110,84-32, 96-67, ER -3907, 9432A NER-691 2006 MTek® All Rights Reserved C -C Robbins Engineering Reference Sheet RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system. e.g. diagonal or X -bracing, is always required. See SCSI I. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of (obricotion. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. i 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided of spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, it no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes monufocture in accordance with ANSI/TPI 1 Quality Criteria. T2673686 FLOOR 1 2 Job Reference (ootionall s r 3-2.8 6-3-4 9.4-0 12-4-12 15-5-0 18-0-0 3-2.8 3-0-12 3-0-12 3-0-12 3-0-12 3-2.8 Scale* 3W=1 4x6 = 3x6 = 3x6 = 2x4 II 3x6 = 3x6 = 4x8 = 1 2 3 4 5 6 7 30 II 3x6 = 3x6 = 300 = 3x6 = 3x8 = 3x4 11 3.2.8 6-3- + 9-4-0 12.4-12 15-5-8 1"-0 NOTES (7) 1) 2 -ply truss to be connected together with 10d (0 148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies. except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Provide adequate drainage to prevent water ponding. 4) Concentrated loads from layout are not present in Load Case(s). #2 UBC. 5) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 Ib down at 0-1-12, 143 Ib down at 1-10-4,143 Ib down at 3-10-4,143 Ib down at 5-104,143 Ib down at 12-9-12,143 Ib down at 14-9-12, and 143 Ib down at 16-9-12, and 143 Ib down at 18-64 on bottom chord The design/selection of such connection device(s) is the responsibility of others 7) Designed by JS LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-7=-100, 8-14=40 Lyndon F. Schmidt, FL Lic #43409 Concentrated Loads (lb) Robbins Engineering Vert: 14= -183(F)8= -143(F) 15=-143(F) 16=-143(F) 17=-143(F) 18= -143(F)19= -143(F)20= -143(F) 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,20 Design valid for use only with MTek or Robbins connectors. This design is based only upon parameters shown. and is for on Individual building component. ' Applicability of design poromenters and proper Incorporation of component 4 responsibility of building designer - not truss designer Bracing shown is for lateral support of Individual web members only. Additional temporary bracing 10 insure stability during construction Is the responsibillily, of the ir, erector. Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication, quality control. storage. delivery, erection and bracing, consult ANSI/1911 Quality CrlWo, DSIII -89 and BCSII Building Component 8804 Perk* East Blvd. Safety Information available from Truss Plate Institute, 583 D'Onofno Drive. Madison, col 53719. Tempa, FL 33610 LOADING (psf) TCLL 400 TCDL 100 BCLL 100 BCDL 50 SPACING 2-" CSI Plates Increase 1.00 TC 0.62 Lumber Increase 1.25 BC 0.56 Rep Stress Incr NO WB 0.51 Code FBC2004/TPI2002 (Matrix) DEFL in Verl(LL) -0.24 Vert(TL) -0.34 Horz(TL) 0.03 loc) I/deft L/d 11 >919 360 11 >648 240 8 n/a n/a PLATES GRIP MT20 244/190 Weight. 2331b LUMBER BRACING TOP CHORD 2 X 6 SYP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2 X 6 SYP No.2 except end verticals. WEBS 2 X 4 SYP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 14=162410-7-0,8=1584/0-7-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-1193/0, 1-2=-3793/0, 2-3=-5959/0,34=-6512/0,4-5=-651210, 5-6=-5959/0,6-7=-3793/0,7-8=-1 193/0 BOT CHORD 14-15=0!746, 13-15=0!746,13-16=0/3793, 16-17=0/3793,12-17=0/3793,11-12=0/5959,10-11=0/5959, 10-18=0/3793,18-19=0/3793,9-19=0/3793,9-20=0/746,8-20=0/746 WEBS 1-13=0/3169, 2-13=-771/0, 2-12=0/2253, 3-12=-046/0, 3-11=0/575, 4-11=-312/0, 5-11=0/574, 5-10=-046/0, 6-10=0/2253,6-9=-77110,7-9=0/3169 NOTES (7) 1) 2 -ply truss to be connected together with 10d (0 148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies. except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Provide adequate drainage to prevent water ponding. 4) Concentrated loads from layout are not present in Load Case(s). #2 UBC. 5) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 Ib down at 0-1-12, 143 Ib down at 1-10-4,143 Ib down at 3-10-4,143 Ib down at 5-104,143 Ib down at 12-9-12,143 Ib down at 14-9-12, and 143 Ib down at 16-9-12, and 143 Ib down at 18-64 on bottom chord The design/selection of such connection device(s) is the responsibility of others 7) Designed by JS LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-7=-100, 8-14=40 Lyndon F. Schmidt, FL Lic #43409 Concentrated Loads (lb) Robbins Engineering Vert: 14= -183(F)8= -143(F) 15=-143(F) 16=-143(F) 17=-143(F) 18= -143(F)19= -143(F)20= -143(F) 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,20 Design valid for use only with MTek or Robbins connectors. This design is based only upon parameters shown. and is for on Individual building component. ' Applicability of design poromenters and proper Incorporation of component 4 responsibility of building designer - not truss designer Bracing shown is for lateral support of Individual web members only. Additional temporary bracing 10 insure stability during construction Is the responsibillily, of the ir, erector. Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication, quality control. storage. delivery, erection and bracing, consult ANSI/1911 Quality CrlWo, DSIII -89 and BCSII Building Component 8804 Perk* East Blvd. Safety Information available from Truss Plate Institute, 583 D'Onofno Drive. Madison, col 53719. Tempa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'44' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T. I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Ego Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. a O U a - O Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A NER-691 2006 MTeW All Rights Reserved obbins r Robbins Engineering Reference Sheet RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant. preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size. orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less. if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type Qty Ply Landmark Const a 72873689 08;0672 FG2 FLOOR 1 2 Job Reference (optional) HD Supply, Sanford. Florida 32771 7.030 s Jan 3 2008 MTek Industries, Inc. TUB Jan 29 15:49:57 2008 Page 3-0.2 5.108 I 88.14 11-9-0I + 3-0.2 2.10.6 2-106 3 2 Scale = 1. 19.4 20 11 3x8 = 602 = 1 802 = 2 3x8 = 3 4 5 ul 9 6 7 4x10 = 4x10 = 4x10 = 4x14 = 4x14 = 3-0-2 5.10.8 6-6-14 11-9-0 3-0-2 2.108 2-108 3 2 Plate Offsets MY), 2:0-3-8 0-1 4:0-3 0-1 7.0-3-8 0-2-0 9:0-3-8 0-2-0 LOADING (psf) SPACING 2-" CSI DEFL in lac) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.17 8 >769 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.27 8 >492 240 BCLL 10.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.03 6 n1a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except BOT CHORD 2 X 6 SYP SS end verticals. WEBS 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10 2 X 8 SYP No.2, 5.6 2 X 8 SYP No.2, 2-9 2 X 4 SYP No.3 3-82 X4 SYP No.3,4-72 X4 SYPNo.3 REACTIONS (lb/size) 6=4235/0$-, 10=4235/0-7-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-3592/0, 1-2=-0890/0.2-3=-12195/0.3-4=-12195/0.4-5=$890/0.5.6=-3592/0 BOT CHORD 9-10=0/2541,8-9=0/8890,7-8=018890,6-7=0/2541 WEBS 1-9=0/6671, 2-9=-2603/0, 2-8=0/3456, 3.8=-2089/0, 4$=0/3456.4-7=-2603/0.5-7=0/6671 NOTES (6) 1) 2 -ply truss to be connected together with 10d (0.148"x3) nails as follows: Top chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc, 2 X 6 - 2 rows at 0-7-0 OC. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Provide adequate drainage to prevent water ponding 4) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6. 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 6) Designed by JS LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-750(F=-650), 6-10=-10 Lyndon F Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.#5555 January 30,200 p WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE RElO10-06 BEFORE USE. Design valid for use only with MiTek or Robbins conneclors. This design is based only upon parameters shown, and is for an individual Wilding component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the respomibBltty of the seaseseemeelE"f"^r'"'^F li - erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/rPll OuaRly Crlfedo. DSB-89 and BCSII Building Component 9904 Parke East Blvd. Safety Information ovoiloble from Truss Plate Institute. 5133 D'Onofrio Drive, Madison. WI 53719. Tampa, FL 33010 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 16" i For 4 x 2 orientation, locate plates 0-'a6" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T. I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wood Trusses. Numbering System I I 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) i i 1 2 3 TOP CHORDS O W O U o - O 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE.LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A NER-691 2006 MiTek® All Rights Reserved c Robbins Engineering Reference Sheet RE -10-10-06 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x -bracing, is always required. See SCSI 1. 2. Truss bracing must be designed by on engineer. For wide truss spacing. individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. i 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber i shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for i use with fire retardant, preservative treated. or green lumber. i 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to icamber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated ore minimum plating requirements. i 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing of 10 It. spacing. or less. if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. f Job Truss Truss Type Oty Ply Landmark Const s 72873690 06;0672 FH FLOOR 12 7 Job Reference (optional) HD Supply, Sanford, Florida 32771 7.030 s Jan 3 2008 MTek Industries, Inc. TUB Jan 29 15,49,57 2008 Page s 1 44 . Scale = 1:31.0 4x4 = 4x6 = 1x4 II 1x4 II 44 = 1 2 3 4 5 6 7 8 9 10 31 19 to 17 16 15 14 13 12 4x6 = 4x4 = 4x8 = 10-4-9 1.6.0 4-0-0 6$0 8.1-9 e-0.1 94-1 , 10-3-1 12-2-0 14-M 17-2-0 le-" 1.6-0 28-0 2-0.0 1-7-9 0.1-01-0-0 1-0-00-1-0 1-9.7 2.8.0 I I 2.6-0 1-6-0 Plate Offsets KY): 1:Ed a 0-1$ 15:0-1-8Ed a 16:0-1-8Ed a 20:Ed a 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.76 Vert(LL) -0.2915-16 >771 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.4515-16 >492 240 BCLL 00 Rep Stress Ina YES WB 0.55 HOrz(rL) 0.09 11 n/a Na BCDL 5.0 Code FBC2004frP12002 Matrix) Weight. 98 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc pudins, except BOT CHORD 4 X 2 SYP No.2ND end verticals WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (Ib/size) 20=1013/0-7-0, 11=1013/0-7-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-1006/0, 10-11=-1007/0,1-2---102410,2-3=-2545/0, 3-4=-3458/0.4-5=-3821/0, 5-6=-3821/0,6-7=-3821/0, 7-0=-3458/0, 8-9=-2545/0, 9-10=-1024/0 BOT CHORD 19-20=0/0.18-19=0/1934,17-18=0/3128.16-17=0/3769,15-16=0/3821,14-15=0/3764,13.14=0/3128. 12-13=0/1934. 11-12=0/0 WEBS 5-16=497/206,6-15=401/154. 1-19=0/1363,2-19=-1266/0,2-18=01849,3-18=-81010. 3-17=0/459,4-17=-498/0, 4-16=-299/654, 10-12=0/1363.9-12=-1266/0,9-13=0/849.8-13=-812/0,8-14=0/459,7-14=-475/0.7-15=-256/568 NOTES (4) 1) Unbalanced floor live loads have been considered for this design 2) All plates are 3x4 MT20 unless otherwise indicated 3) Recommend 24 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, Fl, 33610 FL Cert.#5555 January 30,200 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDEDROBBINS REFERENCE PAGE REIO.10-06 BEFORE USE Design valid for use only with m1ek or Robbins connectors. This design is based only upon parameters shown. and Is for on indr iduol building component. o Applicability of design poramenters and proper Incorporation of component Is responsibility of building designer - not truss designer Bracing shown is la lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respornibillity of the 4 erector Additional permanent tracing of the overall structure Is the responsibility of the building designer For general guidance regarding lobrkotion, quality control, storage. delivery, erection and bracing consult ANSI/FPII Quality CdWo. DSB-69 and BCSII Building Component 6904 Parks, East Blvd, Safety Information ovotloble from Truss Plate Institute, 583 VOnolrlo Drive. Madison, wl 53719. Tampa, FL 33510 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T. I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. O of O U o - O Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A NER-691 O ae O U a - O 2006 MiTekO All Rights Reserved n' Ir L TQ Zp Robbins Engineering Reference Sheet RE -10-10-06 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system. e.g. diagonal or x -bracing. is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing. individual lateral braces themselves I may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each I joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structurol consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type. size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless othervvise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPl 1 Quality Criteria. Job Truss Truss Type Qty Ply Landmark Const 1. 1 T2873691 06-P672 FJ FLOOR 8 1 1 Reference(optional) HD Supply, Sanford, Florida 32771 7.030 s Jan 3 2008 MTek Industries, Inc. TUB Jan 29 1549:58 2008 Page a 1 3x4 11 2 1.5-0 Scale. 1.5'=T R v 34 4 3 0-3-0 1.11-0 0-3-0 1$0 Plate Offsets KY)- 1:Ed a 0-1-0 LOADING (psf) SPACING 2-" CSI DEFL in loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) 0.00 4 ••" 480 MT20 244/190 TCDL 10.0 Lumber Increase 100 BC 0.02 Vert(rL) -0.00 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(rL) 0.00 n/a n/a BCDL 5.0 Code FBC2004lrP12002 Matrix) Weight- 15 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2ND end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=9210-7-0,4=92/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-33/0.2-3=-83/0.1-2=0/0 BOT CHORD 3.4=0/0 WEBS 2-4=0/0 NOTES (3) 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks. on edge, spaced at 10-" oc and fastened to each truss With 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 3) Designed by JS LOAD CASE(S) Standard Lyndon F. Schmidt, FL Lic #43409 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert.95555 January 30,200 M WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED ROBBINS REFERENCE PAGE RE10-10-06 BEFORE USE Design valid for use only with MiTek or Robbins connectors. This design is based only upon parameters shown. and is lar an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown e for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery. erection and bracing, consult ANSIMII Quality Crtisrio, DS11-419 and BC311 Building Component 6904 Parks East Blvd. Safety Information ovoBoble from Truss Plate Institute, 553 D'Onofrlo Owe. Madison. WI $3719 Tampa, FL 33510 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0- 1/ 16" For 4 x 2 orientation, locate plates 0-14i' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In Mrrek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vory but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected wood Trusses. Numbering System 6-4-8 dimensions shown in It -in -sixteenths Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110,84-32, 96-67, ER -3907, 9432A NER-691 a O U CL O 2006 MTek® All Rights Reserved Robbins Engineering Reference Sheet RE -10-10-06 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I . Additional stability bracing for truss system, e.g. diagonal or x -bracing, is always required. See SCSI 1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss of each joint and embed fully. Knots and wone at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size. orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided of spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front. back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. r• . ALWAYS set trusses per the layout and engineering that accompany the trusses at delivery. Refer to truss engineering to verify all girder ply quantities and required nailing/bolting pattern 54,0-0 27-8-0 - 26-4-0 I IU l'V r-1 t 7K -- ----- - -- --•--- - -- --------- — 27-8-0 —------- ----- 26-4-0 ' I OM LUMBER CO. 3874 Church Street, Sanford, FL 32771 Phone: 407 323-6990 Fax: 407 323-5644 I. memm mNew ovaati plaaan I On Including 66neslaq droofa OAA os M%xm cop Orad stat' owehang / ant0ever Inn- red heom budw a non•beaem vao badcns and heights. 2. man m ewlew may and / or other condwors that require omoeAsp of peak; mahamp or o nllevrs to eosae paper ism design. 3. Clent to mrtew AMU owdWms fad as, hung from aJOg, re0n4N into odlag or attic mounted. It Is the wenn respa sOfOty to inform ova pant of baHoes. Slat and weights. i. mint m on law special aondlim; such as beim bad; dropped 93" bias end s y0te Wound to train paper truss design / pamment S. Cang dopa aaeys not shown arem be"famed by dent G. top and comer= not crrt am to be as in the field by others. 7. Ove np am b4 or bA no ObOdrn IN append. a. Ovehanps am oaerldered wK M to nt b Ndd. 9. Temporary or permanent bacirp Is not OnArded in truss PKJON l0. Erect trusses per KM -01 Summary 9wee. alar to aechhg trusses o der to sealed truss egberbg ShCb for 4dd1bn aI Important Into. 6 ll. It Is the dent's resporwitilly to odabiUte ddw'ey dace war truss06 Plant. Tma delivery w0 be an the agreed upon daft w1h truss plant. 12. Clot m prrlde a marled baton for deLwey. Location cosi be W socesft level AM dear of mapedab and detrK In gnu of bas, susses w0 be delivered b rsthebetamble balsllonatOurdteudiscretion. No paries we be accepted t aboe o0erla b not me. 13. A0 trues repairs must be coordinated thin the truss plant. Oo not art Any Trusses edge m — ours plate wan ape M of pmblmh. 1 14. NO back Chin itl Or ganr earym Of try Md we be aac:pfed unka 70edn IV approved In wd&g by trm Rani melig!llmnt IS. Note: One approved layout aur be returned to am pant behae 1 labdadon / sdreduan0. 16. ••• Upon signing you agree that you haw! re It this plawnea plan b Rs End" Appoved of : .— I Approval Date Rettrested Oelbey Date Loading, 47 PSF, Shingle; 20 TOLL„ 7 TCOL,10 OCLL 10 eM OCL -1.25 g T.c ash S 112 Wind COM MWFFS / A50r 7-02 C B.C. etch 3 112 Oeyge H eowd FOC -2001 / TPI 2002 TC. Sire 2 a 4 Wird Speed 120 mph / Ev. 9 tJ Hid Hot 2a4 ham Moran Not lS Mb. z Bar" ebd euedgng Cat : n 0 Can0r a N/A Impartarica Faam I= Wr Overhang 1.1' Enclosure Pard* EMmed p O.H. Cut crumb ErhclnNure taW Pardavy Entlasd Spacing 24'0.0 Enclosure Entry ParWtr/ Endasm Lumber SVP 1I TH024 a Typ. Single Pry IToof Trop MSM422 w Typ. Floor Truro W 0 THO2e-2 ®TMoar, m HX -26 Sai4fi-L 0 ® TMIOMQS-2 m THD46 NJC-26 8 So"" Tiara -3 ® THO.4a 8 at4M22-ff open are Manufactured by USP Struduml Connectors unless noted etheM 0'd &o. Hot Q Od erg. Mot Ow erg. Hot. Q 0a ert.lwi 4f-0' erg. Mgt Q O-0' &g. apt On d - o' V &g. Mgt _— Nar&q. Will I z i Client Landmark Const Project: Residence made Model LW SubdNbbN9reet Adana w 305 5th St I Sanford County : CoSeminole Daft 5.22-M Scale: NISIIplanDateDrawneyJen 1 Sete , I of 1 COIF Jots 0 064 ALWAYS set trusses per the layout and engineering that accompany the trusses at delivery. Refer to truss engineering to verify all girder ply quantities and required nailing/bolting pattern 54-0-0-- 11-4-0 - _ 24-8-0 It FS, ---" - - -= --" Framing By Builder F-_--• _--_-_1111-- 1111_ -- -_-. . "'--- -- C-_- __ --- __-. _- 1111 -_•: _- --_ _-_-_ 1111-- ---- L-- --- - ..1111-f--...-' 1111 '-- -' --•• 1111— -- -"- —'1111— - n ' 11111111-. ._. _ .___'__ ' r = . _ —.— _. - _ .._- 1111- -- --•— - - - - 1111-- 1111-- - V—'- 1 1111 - - --'-- —Q- •— -- --- — •—' - 1.111- -- - _• - — -- ---J-,y ; 1111-- •!-.--1111-- - ---• 11 11--'-•----'-- 1111 40-0 1= --•--- _ ... --'- --- --- -1111-• _ _ 11 11-1111-- ' J t--------•-••-- =•--1111-_ -__ _= -= ca i ! tp I :!I C ! l _ I is (a LL ( 1"111 _ --_ -- ' — FA 24'10.C! 1 111---•--- — roci _ ._--• 1111 1111— 23.2.8 •- 1111 1111-- ,.' 4.0- --• -- 1111'- 26.4.0 • 1 1111— -- WMSER CO. 3874 Church Street, Sanford, FL 32771 Phone: 407 323-6990 Fax: 407 323-5644 1. (gentm nevlew uveal Placement Pian bdudiap dimeab A rod 90 od%V mtltlaq, top dad skits "eftag / onsever knmO had I IId01m. baring S mobearing wd loo I and hebha. 2 Clad to mvkw entry and / or COW oardlrbm that require mroev4q d peab;, owe1Nngs or anaevers to eWm Peter am deign. 3. Clam to mvkw AW ca dwans AKh as, hung from a ian0, redessw Into CON or attlt mmmaed. R b the dents nesparawaty to edam M don of balbns, she, and welgha. r j a. 06%m redew spew ad Awns: such as Beam bads, dropped San bob ed 9ryak leaders m eewre Papa truss delpn / piaoanlenL S. Ceara drops and w" not Shawn am to be fled framed by rant 6 Hip and odna )adS net out am to be at In the IkL by War%, 7. are 2P4 or bA no Obddlq b *open. I S. Overhangs are maI I d w1a, at m m In ha. 9. Temporary or permanent bra - b not wbded in truss paddpe. 10. Erect brsses per a al -e1 summary 51st prior m ereft tram I o I neve m aeded b1m egaatraq atleea ro admdta anpglant bro. a 111. h b the wants mWons0lwy m carldbrate ddmy date wQh truss . POOL TOM Otlbery ww0 be an the agreed Upon date wIth tread pant 12. (INN m PON a mooed bolos for deAiay Landon must be aaadmlS kvd aw dear d maeMab and debAL In Oee of thtL trtraes wm be delvaed In ale beg ava60k ballon at our ddv W% Ld dbaeadl. Ne doges we be aaapI E awe CUM Is rat met 1 L3 Ad teas rtyabs mnst be oow0 a W Iha tee bust Marc Do No Cut 1 Mry Trues bale antapbq truss dmt with spedtb of $ ,b n. N, No bade dune or Rale daged of am Idtd wU be aaeyew Unka r I spnldl1430y approved in a" Oy trm plant management i15. NOW. OIN AM. ed tryout must be retrnreed m mm dant If, I hbrlotbn / slwduap. 16. ••. Upon sgnlng you agree dtat you haws revle. dub puament Pian in gs Entirety Approval Of: Appeal Date fimuebd Oe9vey Date i LWdlny: 47PSf, SNrgle; 2OTCL1, 7 TCDL,10 6" loom DOL -1.25 s T.G PMM 5 112 YAW code MWFR5 / ASa 7-02 a at. PM 3 /12 I pMethod f8C•2011 /TPI•'1002 T.G She : 2 r a in wind spew 120 mph / GV. e Had Han. 2rt Nom Mean F4L 25• MkVeaw" : tdeR sun" CK 1 Candimer N/A Impartanat Fear 1.00 ui ov&" 1•-a• Fimwre Parmly Heated p O.H. Calc Pbmb Ondamn lanae PadiaOy Enwomed Spa'p N• OF_ Enclosure Entry Partialr ENIXed Lumber SYP ttoa TM026 w TVP. Single Pry RoorTnas OLW22 - Typ. FWw Tnas lair ® TH021.3 ® TMU•26 ® allc•26 SRI46•L TM0MM-2 (ID TMD46 WC•21 SN"6•R TMON2b3 0) TMO•ae K"22 -IF ngea ars Manu6ebured by USP Structural Connecters unlet rated allwxM Q oV erg. Nge. C--- as erg. Ilpl D,r I 11 oV erg. Mgt o'V &O. H9L V t—! oV erg. HVL r_.: - 0•V eg VL i N I Q QV erg. MOL -- — Nw-ag. wag Candy : Seminole oate 5.22-06 Sok Nn pian cats Oraww ey Am Shat a I of t cm tab I o6+ Cent : Landmark Const Project: Residence Model. Model 1aU SubdlwlpdVStrea Addnsd t 305 5th St Sanford Candy : Seminole oate 5.22-06 Sok Nn pian cats Oraww ey Am Shat a I of t cm tab I o6+ Panel Schedule Elec Riser WlEw Circuits Show Aro Far Load Cale's Only Eectr101an Shall Provide Final Cb=ltry As Installed. RECEIVED MAR 0 5 2008 OFFICE PERMIT # 0 $ - G j `F DATE: 3-6-06 190 1200 PANEL TO BE LOCATED MAIN IN WOUBE OR GARAGE BREAKER 60 AMP. 60 AMP. DISC AT DIM AT AIG AMU AIC COMP, 00 AMP. - 00 ALUM 200 AMP. AMP. - 0000 ALUM To i 305 6 PLANS REVIEWED CITY OF.SfA%N FORD MAIN BREAKER PANEL Location Monx+ttrt6 Garage SwFaee Mein voltage AMPS 120/240 200A GCT Description Pee Trip Ro ex Trip 1 4 9 Air Handler -Fest 2 60 6 0 44 2 30 10 9 41 Range 2 40 8 8 40 Dw 2 30 10 9 11 Water Fester 2 20 12 99 10 • Q DlslmesheMD1 1 2 20 12 29 13 Washer 1 20 a 19 14 f8wator 1 20 Q 12 9 Garage Door 1 19 14 9 16-18 Appliance 1 20 G 49 19-23 LI 11660. x 3) 1 9 14 Sit 4-30"re LOAD GALCULATId 18 Rrst 10 K+s a 100 11 AIC Or Feet a 100 ti Remainder a 40% Total 3089 x 1000 240 Volts Total 1000 10m0 1089 3088 8' 46 WlEw Circuits Show Aro Far Load Cale's Only Eectr101an Shall Provide Final Cb=ltry As Installed. RECEIVED MAR 0 5 2008 OFFICE PERMIT # 0 $ - G j `F DATE: 3-6-06 190 1200 PANEL TO BE LOCATED MAIN IN WOUBE OR GARAGE BREAKER 60 AMP. 60 AMP. DISC AT DIM AT AIG AMU AIC COMP, 00 AMP. - 00 ALUM 200 AMP. AMP. - 0000 ALUM To i 305 6 PLANS REVIEWED CITY OF.SfA%N FORD BUILDING INPUT SUMMARY REPORT Title: exact apartment S 1 Family Type: Multi Address Type: Street Address jason turner New/Existing: New Lot 0: N/AVOwner: W B of Units: 1 Bedrooms: 1 Subdivision: NIA Builder Name: exact Conditioned Area: 761.92 Platbook: N/Ai3iYClimate: Central Total Stories: 1 Street: (blank) a Permit Office: city of sonford Worst Case: No County: seminole Jurisdiction •: (blank) Rotate Angle: (blank) City. St, Zip: Sanford, fl, 32771- U)0 Floor Type R -Val Area/Perimeter Units N 0 boor Type Orientation Area Unita X1RaisedWood - Adjacent 11.0 761.911' 1 1 Wood Exterior 20.4 R' 1 0 0 2 Wood Exterior 13A IF 2 0JOtL N 0 Ceiling Type R -Vel Area Base Area Units 0 A System Type Efficiency Capacity 1 Under Attic 30.0 762.0 fN 262.0 IP 1 1 Central Unll/Split SEER: 13.00 17.1 kStu/hrZ Z J J 0 LU 0 V Credit Multipliers: None V I Credit Multipliers, None it Wall Type Location R -Val Area Units 0 System Type Elticlenry Capacity 1 Frame - Wood Exterior 11.0 1395.4 IF 1 Z 1 Electric Meat PumP/SP61 HSPF: 7.70 18.0 kBbr/hry J J Q 3 W Credit Multipliers: None A SupDry Realm Air ndler Su prp1i Su L20on Location Lo on R? I I, ROPanesTintOmtAreaONLengthONHghtUn H 1 Uncond. Uncond. Interior 6.0 200.0 It1DoubleTintN15.011' 1.2 R 8.0 It 3 2 Double Tint N 6.0 IF 1.2 R 5.0 It 1 V3DoubleTintN12.0I11* 1.211 6.0 It 1 O Credit Multipliers: AHU sealed 0 System Type EF Cap, Conservation Type Con. EF UJ 1 Instantaneous 1.00 0.0 None 0.00 i Natural Gas) 3 U) p Use Default? Annual Operating Coat Electric Rate 1 Yes NIA N/A 0 LL. 0 LU Z 3 OFFICE RECEIVED MAR 0 5 2008 PERMIT # 09 - G 1q - DATE: 3 - S - v E EnergyGauge® (Version: FLRCSB v4.5) jason turner sanford, fl 32771 - Summary Energy Code Results Residential Whole Building Performance Method A Project Title: exact apartment # 1 Class 3 Rating Registration No. 0 Climate: Central 2/20/2008 Building Loads Energy Use Base As -Built Summer: 15066 points Summer: 18159 points Winter: 4085 points Winter: 5506 points Hot Water: 2263 points Hot Water: 2263 points Total: 21414 points I Total: 25928 points PASS e -Ratio: 0.92 EnergyGauge®(Version: FLRCSB v4.5) Energy Use Base As -Built Cooling: 4897 points Cooling: 5046 points Heating: 2263 points Heating: 2667 points Hot Water: 2460 points Hot Water: 1137 points Total: 9619 points. Total: 8850 points PASS e -Ratio: 0.92 EnergyGauge®(Version: FLRCSB v4.5) BUILDING INPUT SUMMARY REPORT N # Ceiling Type R -Val Area Base Area Unita 1 Under Attic 30.0 762.0 ill 262.0 it' 1 Z J W Li 1 Credit Multipllers: None Wall Type Efficiency Capacity Location R -Val Area units y 1 Frame - Wood J Exterior Title: exact apartment #2 Family Type: J Mufti Address Type: Street Address H Owner: jason turner New/Existing: New Lot #: N/A ElBclency V W of Units: 1 Bedrooms: 1 Subdivision: N/A 18.0 kBWMr 2 • Builder Name: exact Conditioned Area: 761.92 Platbook: N/A 0 Panes Tint Omt Area OH Length OH Hght Unl 1 Double Tint Climate: Central Total Stories: 8.0 it 1 Street: blank) Tint IL Permit Office: city of sanford Worst Case: 1 No County: seminole N 12.0 ft'. Jurisdiction #: blank) Rotate Angle: blank) City, St, Zip. sanford, fl, 32771- U)0 Floor Type R -Val ArealPerimeter Units N Door Type Orientation Area Units 1 Instantaneous 1.00 0.0 None X1RaisedWood - Adjacent 11.0 781.911 1 1 1 Wood Exterior 20.4 W 1 3 0 0 2 Wood Exterior 13.6 R 2 tt- O N # Ceiling Type R -Val Area Base Area Unita 1 Under Attic 30.0 762.0 ill 262.0 it' 1 Z J W Li 1 Credit Multipllers: None n 3 O O Z 0 Wall Type Efficiency Capacity Location R -Val Area units y 1 Frame - Wood J Exterior 11.0 1395.4 fF 1 O J O V J System Type ElBclency Capacity 0 3 Z 1 Electric Heat Pump/Split HSPF: 7.70 18.0 kBWMr Q W Panes Tint Omt Area OH Length OH Hght Unl 1 Double Tint N 15.0 it' 1.2 it 8.0 it 3 Lemli 2 Double Tint N 6.0 lt' 1.211 5.0 it 1 200.0 it 3 Double Tint N 12.0 ft'. 1.2 It 5.0 it 1 n 3 O O Z 0 System Type Efficiency Capacity Z 1 Central Unit/Split SEER: 13.00 17.1 kBbAr J O O V Credit Multipliers: None System Type ElBclency Capacity 0 Z 1 Electric Heat Pump/Split HSPF: 7.70 18.0 kBWMr Q W Credit Multipliers: None Location Location AIrcUC9'er ppRu1eity Lemli yH 1 Uncond. Uncond. Interior 6.0 200.0 it V O Credit Multipliers: AHU sealed le System Type EF Cap. Conservation Type Con. EF W 1 Instantaneous 1.00 0.0 None 0.00 i- Natural Gas) 3 Use Default? Annual Operating Cost EleeMo Rate 1 Yes N/A N/A U. W X OFFICE RECEIVED MAR 0 5 2008 PERMIT # _ 09 -64 DATE: -3-J-09 EnergyGauge® (Version: FLRCSB v4.5) Summary Energy Code Results Residential Whole Building Performance Method A jason turner Project Title: Class 3 Rating exact apartment #2 Registration No. 0 sanford, fl 32771- Climate: Central 2/20/2008 Building Loads Base Base r, As -Built Summer: 15066 points Summer: 18159 points Winter: 4085 points Winter: 5506 points Hot Water: 2263 points Summary Energy Code Results Residential Whole Building Performance Method A jason turner Project Title: Class 3 Rating exact apartment #2 Registration No. 0 sanford, fl 32771- Climate: Central 2/20/2008 Building Loads Base Base Cooling: 4897 points As -Built Summer: 15066 points Summer: 18159 points Winter: 4085 points Winter: 5506 points Hot Water: 2263 points Hot Water: 2263 points Total: 21414 points Total: 25928 points Energy Use Base As -Built Cooling: 4897 points Cooling: 5046 points Heating: 2263 points Heating: 2667 points Hot Water: 2460 points Hot Water: 1137 points Total: 9619 points Total: 8850 points PASS e -Ratio: 0.92 EnergyGaugeWersion: FLRCSB v4.5) BUILDING INPUT SUMMARY REPORT N Title: lower loft Family Type: 1 Yes N/A N/A Single Address Type: Street Address I- Owner: Jason turner New/Existing: New Lot #: N/A V W 3 of Units: 1 Bedrooms: 2 SubdWmlon: NIA Builder Name: exact Conditioned Area: 525.48 Platbook: N/A i3 Climate: Central Total Stories: 1 Street: blank) IL Penult Office: city of senford Worst Case: No County: seminole Jurisdiction #: (blank) Rotate Angle: blank) City, St, Zip: senford, fi, 32771- Floor Type R -Val ArealPerimeter Units Door Type Orientation Area Units 0 IX 0 1 Slab -On -Grade Edge Insulation 0.0 200.2(p) ft 1 1 Wood Adjacent 2 Wood Exterior 19.0 ft' 20.4 ft' 1 1 i OU. N Ceiling Type R -Val Area Base Area Unit System Type Efficiency Capacity 1 Single Assembly 19.0 525.5 ft' 525.5 ft' 1 1 Central Unit/Split SEER: 13.00 17.1 kStu/hrZ Z J M O W O V Credit Multipliers: None V 1 Credit Multipliers: None Wall Type Location R Val Ares Units System Type EMclency Capacity 1 Concrete Block - IM Insul Exterior 4.1 848.8 fF 1 1 Electric Heat Pump/Splh HSPF: 7.70 18.0 kBhdhryZ J 2 Frame - Wood Adjacent 11.0 211.0 IF 1 J F 3 i Credit Multipliers: None S Return Air Handler L on Location Location Su ohr R? I Supply LePanesTintOrntAreaOHlengthOHHghtUn 1 Uncond. UnCond. Garage 8.0 134.0 it1SingleClearN10.0 fF 1.2 it 21.0 ft 2 H2SingleClearW10.0 R' 1.2 ft 21.0 ft 2 U 3 Single Clear S 8.0 IF 1.2 it 17.0 it 1 O Credit Multipllers: AHU sealed jr System Type EF Cap. Conservation Type Con. EF 1 Instantaneous 1.00 0.0 None 0.00W Natural Gas) 3 N Use Default? Annual operating Cost Electric Rat 1 Yes N/A N/A 0 LU Z 3 OFFICE RECEIVED MAR 0 5 2008 PERMIT # OF h ('f DATE: 3 -S - 01 EnergyGauge® (Version: FLRCSB v4.5) 1 Summary Energy Code Results Residential Whole Building Performance Method A jason turner Project Title: Class 3 Rating lower loft Registration No. 0 sanford, fl 32771- Climate: Central 2/21/2008 Building Loads Energy Use Base As -Built Summer: 6464 points Summer: 8139 points Winter: 2928 points Winter: 4755 points Hot Water: 4526 points Hot Water: 4526 points Total: 13918 points I Total: 17420 points PASS e -Ratio: 0.84 EnergyGauge®(Version: FLRCSB v4.5) Energy Use Base As -Built Cooling: 2101 points Cooling: 2513 points Heating: 1622 points Heating: 2504 points Hot Water: 4920 points Hot Water: 2274 points Total: 8643 points Total: 7291 points PASS e -Ratio: 0.84 EnergyGauge®(Version: FLRCSB v4.5) Sheet 1 5 CFM FAN O DECK BATH ROOM 1 KITCHEN 1 10X6X5 10X6X6 PANTRY r 2X12X9, }1 6X16X14 R X BED ROOM 2 BED ROOM 1 ; \ 12X6X7 12X12X 12X6X7 FOYER ER I CLOS 2 CLOSET 1 \. 8X4J4\ OX X4 / 10XSX5 r-- 50 CF' FA7+ BATH ROOM 2 12X6X7 KITCHEN 2 j 14X14X8 ROOM 2 K14XB OFFICE P, PLANS REVIEarli WED D 14X14X8 14X14X8 / EA7 ROOM 1 14 INCH STAIRS Job #: TURNER APARTMENTS IR CONCEPTS OF MID FLORIDA I... Scale: 1 :106 Performed by SHAWN C. MANSDOE... Page 1 1335 BENNETT DRIVE SUITE 115 Right -Suite Residential TURNER & CARMICHEAL CONSTRUCTION. LONGWOOD, FL 32750 5.9.56 RSR43829 305 E. 4TH STREET Phone: 407-330-5953 Fax: 407 -339 -30052008 -Mar -14 12:44:10SANFORD, FL 32771 :%My Documents\Wrightsoft HVAC... Phone: 407-688-2317 Fax: 407-688-2397 r - s Sheet 1 5 CFM FAN O DECK BATH ROOM 1 KITCHEN 1 I.! ___ p10X6X6 i ii 10X6X5 II i PANTRY 14X14X8 2X12X9 (fir] _ r, 16X16X14 _ r{l R X 14 INCH BED ROOM 2 BED ROOM 1 1 ` ` 12X6X7 12X12X 12X6X7 \ FOYER ENER 8X4X4 10/ X5 16X1 STAIR WE L 50 CFNM STAIRS BATH ROOM 2 14X14X8 OOM 2 12X6X7 TLR4X8 KITCHEN 2 14X14X8 Job #: TURNER APARTMENTS IR CONCEPTS OF MID FLORIDA I... Scale: 1: 106 Performed by SHAWN C. MANSDOE... Page 1 1335 BENNETT DRIVE SUITE 115 Right -Suite ResidenJHVACTURNER & CARMICHEAL CONSTRUCTION. LONGWOOD, FL 32750 5.9.56 RSR43829 305 E. 4TH STREET Phone: 407-330-5953 Fax: 407-339-3005JCAMy 2008-Mar-14 12:44: SANFORD, FL 32771 Documents\Wrightso Phone: 407-688-2317 Fax: 407-688-2397 Sheet 1 5 CFM FAN O DECK BATH ROOM 1 KITCHEN 1 l " 10X6X6 BED ROOM 2 12X6X7 12X12 50 CF M,1`7M BATH ROOM 2 12X6X7 KITCHEN 2 li 10X6X5 1 I PANTRY U 14X14X8 2X12X9 [q,16X16X74 R X 14 INCH 1 ` \ BED ROOM 1 12X6X7 2 1 CLOSET. 8X4X4 / 16X1 14X14X8 GREAT ROOM 2 FOYER / T, STAIRS 1 14X14X8 Job #: TURNER APARTMENTS IR CONCEPTS OF MID FLORIDA I... Scale: 1: 106 Performed by SHAWN C. MANSDOE... Page 1 TURNER 8 CARMICHEAL CONSTRUCTION. 1335 BENNETT DRIVE SUITE 115 Right -Suite Residential LONGWOOD, FL 32750 5.9.56 RSR43829 305 E. 4TH STREET Phone: 407-330-5953 Fax: 407 -339 -30052008 -Mar -14 12:44:10SANFORD, FL 32771 [:XMy DocumentsWrightsoR HVAC... Phone: 407-688-2317 Fax: 407-688-2397 Sheet 1 5 CFM FAN O DECK BATH ROOM 1 KITCHEN 1 10X6X5 10X6X6 PANTRY 14X14X8 14X14X8 2X12X9 16X16X14 rl R X 14 INCH — UKEAT ROOM 1 BED ROOM 2 BED ROOM 1 II 12X6X7 12X12X 12X6X7 ff—\ FOYER 10WER CLOS 2 CLOSET 8X 4\ 8X4X4 16X1 STAIR WE 50 CF,M STAIRS BATH ROOM 2 14X14X8 EAT ROOM 2 12X6X7 KITCHEN 2 1 X14X8 Job #: TURNER APARTMENTS IR CONCEPTS OF MID FLORIDA I... Scale: 1: 106 Performed by SHAWN C. MANSDOE... Page 1 1335 BENNETT DRIVE SUITE 115 Right -Suite Residential TURNER & CARMICHEAL CONSTRUCTION, LONGWOOD, FL 32750 5.9.56 RSR43829 305 E. 4TH STREET Phone: 407-330-5953 Fax: 407-339-3005 2008 -Mar -1412:44:10 SANFORD, FL 32771 C:\My Documents\Wrightsoft HVAC... Phone: 407-688-2317 Fax: 407-688-2397 PLAT OF BOUNDARY SURVEY for JASON TURNER Legal Description THE EAST 60.00 FEET OF LOTS 9 and 10, BLOCK 6, TIER 1, FLORIDA LAND & COLONIZATION CO., LTD., E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, according to the Plat thereof as recorded in Plat Book 1, Pages 56 through 64, of the Public Records of Seminole County, Florida PERMIT # OS- - -6,l L/ DATE: 3.5' CONC. WALK kn EAST 50.00' COURTYARD r 3. Z 43.0' Ln PROPOSED r oW 2 STORY 40 BUILDING OFFICE 3LANOR REVIEWED 4IT rA[VFORD WEST 50.00' 11 1 1I 11 1I SCALE: 1"=20' 11 II 11 I1I 11 II II 11 SURVEY NOTES: 1) The street address of the above-described property is 305 EAST 4t" STREET. 2) The above-described Property lies En F!00% - Al Zane X. 2 3 O Laiz V) CCW Ja U V) SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the aixve 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 I -and FAirveyors pursuent to Section 427.027 of the Florida Statutes. ITNER SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-0823 407) 322-2000 PROJECT NO: OS - 622 SURVEY DATE: Office Use______ SC -3 Fourth Street -_______. 6' ROW "' .' i 1 GC -2 Mentia Use _ Residential Use GC -2 Commercial Use Owner Exact Plumbing) elevation SITE INFORMATION: Site 1: 305 East 4th Street Sanford, Florida 32771 Tax ID 25-19-30-5AG-0601-0090 Applicant /Owner: Exact Plumbing Inc. 400 South Sanford Avenue Sanford, Florida 32771 Requested Action: Conditional Use Urabn Infill Development Existing Zoning: GC -2 Existing Land Use: Residential Future Land Use: Low Density Residential Site Area: .07 acres Legal Description: Leg. E 50' of Lots 9 8110 BLK 6 TR I PB I PG 58 Existing Utilities: Water/Sewer City of Sanford Proposed Intent: The Owner intends to construct mixed office residential townhomes under the Conditional Use Process for Urban Infill Development with intended improvements to the site to include landscaping and irrigation. Proposed site coverage and Stormwater intent: 70% Proposed Density: I units / office (2) Parking: (Resi] Off) Setbacks Sideyard Frontyard Rearyard ItP Plan _ Cita Al acaie: un = wrE. um. 30% (189 sq. ft. ret. ] I I 3rd. Street E 3 0 U FA— 10 ISSUED 7/25/2005 SHEET 2 OF 6 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Jason Turner MAILING ADDRESS 400 S. Sanford Avenue CITY OF SANFORD POST OFFICE BOX 1788 Sanford, FL 32771 SANFORD, FLORIDA 32772-1788 February 5, 2007 PHYSICAL ADDRESS CITY HALL Re: Historic Preservation Board Certificate of Appropriateness Review 300 NORTH PARK AVENUE SANFORD, FLORIDA 32771-1244 Dear Mr. Turner: TELEPHONE At their January 25, 2006 meeting the Historic Preservation Board approved your 407.330.5673 application for a Certificate of Appropriateness for new construction at 304 E. 4`h FACSIMILE Street. 407.330.5679 WEBSITE The following details the approved Certificate of Appropriateness: W W W.CI.SANFORD. FLUS West and south elevation must be trimmed and shuttered to match other CITY COMMISSION elevations. LINDA-KUHN a Staff must grant final approval for materials prior to construction. MAYOR ART WOODRUFF The Board's decision was based on a finding that the proposed changes to the DISTRICT 1 structure are consistent with the purpose and intent of Schedule S and will not DR. VELMA H. WILLIAMS adversely impact the surrounding residential district. ' DISTRICT 2. VICE MAYOR RANDY JONES Please be advised a Building Permit may be required for the activity detailed DISTRICT 3 above. Please contact the City of Sanford Building Department at 407.330- JACK T. BRIDGES 5657 for more information. DISTRICT 4 If I can be of further assistance please do not hesitate to contact me at 407.302.5805. CITY MANAGER ROBERT (SHERMAN) YEHL Sincerely, - Christine Dalton Historic Preservation Officer Community Planner Attachment: Approved Certificate of Appropriateness Y:\.SHA_ENGWistoric Preservation Board\FY2006-2007\07-01-25\Approval Letter - 305 E 4th Street.doc CITY OF SANFORD HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS P.O. Box 1788, Sanford, FL 32772-1788 na, Phone: 407.302.5805 Fax: 407.330.5679 TO: THE HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD, FLORIDA 0 Downtown Commercial Historic District D Residential Historic District 0 This application is filed in response to a notice from the Code Enforcement Department ADDRESS OF PI Property -Owner Signature: Mailing Address: Phone: Hol ApplicandAgent Signature: Mailing Address: S Phone: I certify that all information conned in Applicant/Owner: C LAik S} Print Name: it' a} -T1 I Fax: "n L$0 13a1'Ir Please use the attached criteria kecklist as a — de to co reviewed and will be returned to or more 407-330-5672 to make sure your application is complete. Print Name: VL'41U' is true and accurate to the best of my knowledge. Date: ob pleting the application. Incomplete applications cannot be on. You are encouraged to contact the preservation planner at Description of Proposed Work/Application Category: (Check all that apply) O Site Improvements/driveway/walkway O Storage shed O Moving structures V eplacement windows or doors O Underskirting O Awnings ew construction/additions O Signs O Demolition O Roofs/gutters/downspouts O AC/Mechanical O Fences/Gates/Pergolas O Replacement siding/flooring/porch O Paint O Other Completely describe the entire scope of work: all changes in material, color or location to the exterior of the building, where on the property the work will occur and how the work will be accomplished. For large projects, an itemized list is recommended. Attach additional pages if necessary. n a w r w..•r Y ole 6. A Certificate of Appropriateness is valid for six months unless otherwise noted OFFICIAL USE O 10 /1a -;51V J7 Historic Preservation Board Meeting Date: /a • 03 W&, Staff Review Date: Application is Approved _ Approved with Conditions 1 A Denied Conditions: Signed: 1i10,dY` 4 Date: / 0- 5TA-FF This Certificate must be prominently displayed on the building when work is in progress*** Requirements for Certificate of Appropriateness Application14 iQMLs Pleloi— TD p cJ,ST uGi A