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Home My WebLink About730 Upsala Rd - 92-001459 (1992) (SANFORD CHRISTIAN CHURCH) (A) ADDITIONZONE CONTRACTOR ADDRESS PHONE # \V DATE LOCATION I 1(-)U J(mil1 Li: /[U OWNER C )cjn-6) rA Ch r i Sfi n ADDRESS U P 3 GAS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS 3 y&19 PHONE # Gl MISCELLANEOUS CONTRACTOR ONTRACTORCard oolq_aj& qoAADDRESS . /"" SEPTIC TANK PERMIT NO, SOIL TEST REQUIREMENTS ( FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: PERMIT # qJ -'455 JOB d do ID U Kurd 1 cv COST S ? b Ud 1FEE S - lqo , STATE NOCae 6 3796y FEE $ FEE $ FEE S SUBDIVISION: LOT NO. BLOCK: SECTION: j SQUARE FEET: 3 -1 MODEL: OCCUPANCY CLASS: INSPECTIONS I TYPEDATEOKREJECTBY11dc, FEE $ V / ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: 1kion FINAL DATE C I T Y O F 9/02/92 BUILDING 300 N. PARK SANFORD, FL ADDITIONS/ALTERATIONS - NON-RESIDENTIALS PERMIT #: 92-00001459 000 000 BLDG TYPE: BUILDING PERMITS PARCEL #: ,33.19.30.5AF-0000-0250 LOCATION: 73Q UPSALA RD OWNER: SANFORD CHRISTIAN CHURCH ADDRESS: 730 UPSALA RD SANFORD FL 32771 S A N F 0 R D PERMITS AVENUE TNSPECTONS 32771--______,__ 24 HOOR, NOTICE REQUIRED FOR ALL INSPECTIOVS PHONE (407) 330-5959 ISSUED DATE: 8/21/92 VOID DATE: 2/18/93 IPHONE: 407 323-7328 I: CONTRACTOR:COGUN INDUSTRIES,INC. ADDRESS: 3118 GULF TO SAY :BLVD : '#228 I CLEARWATER `, FI, 3, ". 6 PHONE: 813 725-4707' CERTIFICATION #: 1 f FEE TYPES FEES CHARGED DATE FEES PAID BUILDING PERMITS PERMIT";,FEE 17`4:00 8/21/92 174.00 APPLICATION FEE -BUILDING 10.00 8/21/92 10.00 RADON GAS TAX FEE 8.48 8/21/92 8-48 6ROAD IMPACT FEES 64:56 9/02/92 64.56 TOTAL FEES: -------$257 P 0 6I 04 257.04 RECEIPT APPROVED BY: FAILURE TO COMPLY WITH MECHANIC'S LAW TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. SIGNATURE: CAN RESULT IN THE PROPERTY OWNER PAYING BEING ISSUED. y CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS 6 /QL i PERMIT NUMBER qc 1 q Total -Contract Price f Job Describe Work Type of Construction Number of Stories 1 tu-"' Occupancy: Residential I' Total Sq. Ft. G B M do T Flood Prone (YES) Number of Dwellings Zoning Commercial —x Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER ,/g% i CAV:5%%/.t l Ll ADDRESS 1-4 CITY _!' jN pog1p TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS 6_6_ CITY t!% R/LC 7t SLAAfb NO) PHONE NUMBER(3--CJ STATE j=1 ZIP 3—?,7'7 STATE STATE ZIP ZIP STATE I=L Z I P CONTRACTOR PHONE NUMBER ADDRESS 3)18 CLI n -Y cctl .Z ST. LICENSE NUMBER G D 7`_01 CITY CJ q{3q_ STATE ZIP ,3f 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. y ro Z 1 cm o rt D wSi n ture of Owner/Agent & Date Signa u Co ract r & Date <' 1 Type or Pr' t Owner/Agent Name Type or Print Contractodil 's Name t7 w; 0 mit0or- ro w Sign t rrf .ry & Date Signature of Notary & Date { rt0 (Ofial Seal) (Office r 41 NOTARY PUBLIC STATE OF FLOPIJA 'MARY L. mUSE MTV COMMISSION EXP-101.118, g93 NOTARYPUBLIC, STATE ,F FLORIDA - ° a 00ND:D Tutu GENERAL INS. N IviY CO Ev", # CC1IAM0 L ro w 3 EXPIRES: August 4,1995 0 0" -- 0 G E Application Approved BY: Date: z ? FEES: Building _0 0 Rad Police Fi a Open Space dRoaImpact Application ro w L. a 0 PERMIT VALIDATION: CHECK CASH DATE BY r u o ro U) a) o 04 ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) . Z a N THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE I TfT C I T Y O F S A N F O R 8/21/92 ` BUILDING PERMITS 300 N_ PARK AVENUE SANFORD, FL 32771 ADDITIONS/ALTERATIONS - NON-RESIDENTIALS PERMTT" --:#_ .,_ 92-0.0001459 000 000 BLDG TYPE: BUILDING PERMITS PARCEL., #: 33.19.30.5AF-0000-0250 LOCATION: 730 `_UPSALA RD D INSPECTIONS 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 OWNER: SANFORD CHRISTIAN CHURCH ISSUED DATE: ADDRESS: 730 OPSALA RD VOID DATE: SANFORD FL 32771 PHONE: 407 323-7328 CONTRACTOR:COGUN INDUSTRIES, INC. ADDRESS: 3118 GULF TO BAY BLVD #228 CLEARWATER FL 34619 PHONE: 813 725-4707, CERTIFICATION #:A. FEE TYPES BUILDING PERMITS PERMIT FEE APPLICATION FEE -BUILDING RADON GAS TAX FEE TOTAL FEES: FEES CHARGED 174.00 10.00 8.48 192.48 8/21/92 2/18/93 RECEIPT #: APPROVED BY: SIGNATURE:: FAILURE TO COMPLY WITH MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING.;IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. A _ 0 i. C!w 1111-1 l813 j 725-47C'7 ax (8i3) 726-- 840 TO: CITY OF SANFORD Number of pages swift including this THE FOLLOWING iS OUR LFi x RR OF AUTHORIZATION FOR WESLE;Y NEC_LE it rTr 7 - 1N REGARDS TO •,ANCORD CHRISTIIAN CHURCH TO APPEY FOR AND OBTAIN,PERMITS. Any problems, or to verifY roceiPV, pinase contact Jane or Bcnnie Cajun industries, inc- mis G-un to say Bi.',d , suite __:. '.ear, -ater, PL 3460. 6 ' 44 Lit I 0 20112RRT44 till REM111,13. NN, Uma 0hk', Auqust 21, 1992 TO: City of Sanfor,-'! RE: Sanford Christian Church Sanford, Plorida Dear Sir: I wish to appoint Mr. Wesley K Neller, Assistant Proliect Manager, plorida District Offics, 3118 Gulf toforCogunindustries, Vc., 3s an authorized agent on MYBayBoulevard, c1earwater, FT 34619, behalf to obtain required permits for the above referenced project. currernt c'7enrnraiOnthefaceoftkisletterisreproducP8. TAY ecords. Contractor certificate for your r Thank you for your cooperation, psi ncP*001v 40- N i Q. RTVG 1NC, T A u" s quaVcbhour Dijlrict Manager NOTAPY PURLTC SAO MY COMMISSION UP "It k n%, 7 L TATE OF FLORiDA DEIPARRTMENT COF PRIOIFESS',ONAL PEGULnotii JAR THE YEA; 0 A0G 31, 1594 OA! EILV-0 02'{ YSPLAY 0 A ":'UCE! SaCAMAY!-eDP-P- rkwaa DOW Dowe Rc.-ue-vard. SuRe 228 a (VOWWWEV. Fk)rida 346-,9 Phone: § 13) 725-4707 a Fax: J! 3) 72&3840 1 .,:. 4 Cogun Industries. - North Lima, Ohio August 21, 1992 TO: City of Sanford RE: Sanford Christian Church Sanford, Florida Dear Sir: I wish to appoint Mr. Wesley J. Neller, Assistant Project Manager, for Cogun Industries, Inc., Florida District Office, 3118 Gulf to Bay Boulevard, Clearwater, FL 34619, as an authorized agent on my behalf to obtain required permits for the above referenced project. On the face of this letter is reproduced my current General Contractor certificate for your records. Thank you for your cooperation. SincbYelv.. IPgU]STRIES, INC. a\E,,S:. C1qp * O; ;pTAgY f Mr Comm Expire. W! . Coi%henour NO. ,' load Di trict ManagerPUBLIC WLC/BSC MYTARYCOMMISSION EXPIRb'G•OF•F'/ AC. 17 _ I 1 STATE OF FLORIDA DEPARTMENT OF PROFESSIONAL REGULATION CONSTRUCTICN INDUSTRY LICENSING BOARD THE *WILDING CO OR UNDER HE PRORIONSR OV UPNERACTH89 EXPIRING AUG 31..1994 COUCNE"UR. YILLIAR L C06UN IRCUSTRIES INC 3118 SYLF TO BAT BLVD 8228 CLEARYAT-ER FL 34619-4547 F.S., FOR THE YEAR LWTONN CHILES AA14 JR GOVERNOR DISPLAY IN A CONSPICUOUS PLACE xcRRARyIjp,PjL Florida District Office 3118 Gulf to Bay Boulevard, Suite 228 a Clearwater, Florida 34619 Phone: (813) 725-4707 111 Fax: (813) 726-3840 C o gun 813) 725-4707 DATE August 21, 1992 Fax (813) 726-3840 FACSIMILE COVER SHEET TO: CITY OF SANFORD FOR: Number of pages sent including this 1 FROM: W. L. COUCHENOUR sheet THE FOLLOWING IS OUR LETTER OF AUTHORIZATION FOR WESLEY NELLER TO ACT ON OUR BEHALF IN REGARDS TO SANFORD CHRISTIAN CHURCH TO APPLY FOR AND OBTAIN PERMITS. Any problems, or to verify receipt, please contact Jane or Bonnie at (813) 725-4707. Cogun Industries, Inc., 3118 Gulf to Bay Blvd., Suite 228, Clearwater, FL 34619. CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT 7-\ PERMIT ADDRESS 7,30 41,10 64JZ- ,O PERMIT NUMBER V y D JJ Total Contract Price of Job p fD0 Total Sq. Ft. 66 L Describe Work /317-001;r i/1/7 Type of Construction ) E1eiN Flood Prone (YES) (NO) Number of Stories r Number of Dwellings ! Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 33 - )C7 - 3G1 6A f` Q 9z:,0 - Qa S 0 OWNER _ ADDRESS CITY TITLE HOLDER ADDRESS CITY BONDING ADDRESS CITY 710 ,/s 7-lAnl PHONE NUMBER IF OTHER THAN OWNER) COMPANY ARCHITECT 1',04 ADDRESS IZ701 CITY O&A-'100 i STATE G ZIP tp gd4 STATE / STATE STATE ZIP ? 27 e ZIP ZIP p/*7 /d S MORTGAGE LENDER ADDRESS CITY STATE ZIP Di- 1 1)11VA GV, 50& i/ C12 ST 04.1& FGA CONTRACTOR S PHONE NUMBER g4;01 ADDRESS T' j- ST. LICENSE NUMBER -a.Y CITY STATE /` L ZIP 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. 1< m o d ti r* o W 0 0 r Signature of Owner/Agent & Date Signature of Contracto & Date 0 a A% a /a 4.) H H H Type or Print Owner/Agent Name Type or rint ntra tor' Name v x z 0) 0 DMdlro Signature of Notary & Date S gnatur Nota y &.Date Official Seal) c^ n Off is ial p tS earylp)t g ailr 1" Nf5 9 ;;'"..N€5i.s3.6g °° I p rt be COS ., .. a o X 5 1 lot dt,. N zd" c el,e G Application Apve B(y. Date: T J - f7 alre el, rt FEES: Building / Radon Police Fire Fill ma N Open Space Road Impact / Application H c o PERMIT VALIDATION: CHECK CASH DATE BY t7 u o 4J 4 a z° a F ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD ( IN) THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE C I TY 07, S!'"A•-N FORD 9/25/92 BUILDING PERMITS.—' 1 300 N_ PARK AVENUE INSPECTIONS SANFORD FL 32771 ---- — —--------- ROOFING ,APPLICATION 24 HOURNOTTOR REQUIRED FOR,ALL '''INSPECTIONS tPERMIT #: 92-00001640 000 000 RFNC PHONE (407.) 330-5659 47YPE: ROOF PERMIT — NEW/ALTER CMMCL. PRCF.L"` # : 33.19.30.5AF-0000-0250 LOCATfON: 730 UPSALA RD OWNER: SANFORD CHRISTIAN CHURCH ISSUED DATE: 9/25/92 ADDRESS;: 730 UPSALA RD VOID DATE: 3/25/913 F SANFORD FL 32771 PHONE: 407 323-7328 CONTRACTOR:CARDINAL ROOFING & SIDING OF ADDRESS: FLORIDA INC/HOGAN, BRAD 1682 SE NIEMEYERCR,` PORT ST LUCIEc FL 34952 PHONE: 407 335-9550; CERTIFICATION #: FEE 'TYPES FEES CHARGED DATE FEES PAID ROOF PERMIT — NEW/ALTER CMMCL. PERMIT 10.00 `9/25/92 10.00 APPLICATION FEE —BUILDING 10.00 9/25/92" . 10.00 Tt3TAL FEES: 20.00 20.00 e u,i RECEIPT APPROVED BY. V ( / / SIGNATURE: FAILURE TO COMPLY WITH MECHANIC'S LIEN LAW CAN RESULT I4N THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS_ NOTE: ALL FEES MUST BE PAID PRIOR TO..C.O, BEING.ISSUED. v Al, a r r v y - S,} FO RZ,> a , lris i f .J 3 Uoov-W4 ;EV. t S P'.; r 5 7 r i A r ir a 5 -0,-v (;K.ets ) 7 30 40-s," U Z 1 r ram' 4nn a J 7 30 Glpsr 1 h r dik F 73o 6,J414 9v P.D. i3ox 180055 Tampa, Florida 33682-OOSS (813) 972-113S Fax (813) 97)\ v 3dU3U DBBINS . ENGINEERING, ING r Tht This Plo Ptop1t° SEPTEPSER 14, 1992 Cr r e+ PLEASE FIND ENCLOSED: 2 DRAWINGS xWW 12347-12348 4M94 B aIB REF: 4623 COGUN SANFOQD 0-Hu eel DPIBOSSED SEAL FL ral bracing attached each member where brace stiffener if let to edge of web ed 8' o.c. where at extend at least ned for additional load unit supported over 2 are shown. ad to withstand 1 SBCC1. (Enclosed, Roof Height - 15 ft) zr uplift at each 2056 lbs Joint Locations•••• 8) 31- 4-11-10 2) 6- 3- 6 9) 33- 0- 7 16) 22- 4- 0 3) 11- 7- 9 10) 38- 4-10 17) IS- 2- 6 4)•13- 3- 5 11) 44- 8- 0 18) 14- 4- 0 5) 16-11-13 12) 44- 8- 0 19) 8- 0-22 6) 22- 4- O 13) 36- 7- 4 20) 0- 0- 0 7) 27- 8- 3 14) 30- 4- 0 TOTAL DESIGN LOADS ------------ Uniform PLF From PLF To TC Vert -74 0- 0- 0 -74 44- 8- 0 BC Vert -20 0- 0- 0 -20 44- 8- 0 Concentrated LBS Location TC Vert -50 18- 0- 0 TC Vert -50 20- 0- 0 22-4-0 6 B -9 y-•- 10 .11 U14 3X4 N fl 6-10-1 0-3-14 w 1IIX DATE 16 V14 13 12 112: 2142N 3.50" 2 scale - 0.1250 on boM Iron a trues atsad+ W K. GNar Ihapddw WebpIatas Wn POEM WMdo dmft of hor®r:Wyoftuywaiapww4"urt. e- bMkWatMChad, anp 7hb assign TC Live 30.0 pat Designed by: W dum snug- )o Ks and puss. wss v .. s • _. , sFe 'l1FPN.'DssiP: SP.M. iar SUgrt TC Deed 7.0 pat Enp.Co.basrsrorasporrbYiylagr« Chocked by: RE m Ptam IrrrlibKa. 683D' OnobioDrfw. SC Live 0.0 psf bnY advkamini Wq Pops wadion bradng bp:v- BC Dead 10.0raga,d*0Vardw@cbw. TopwWbohomdnds spor#Wky dothors bmcorbW + flat ftdoWpn bads psf Date: 9-14-92 I - bra bads inI , by the lead buMng ooda at Nab- TOTAL 47.0 pat STRESS IHCREASZr 1.33 Dw9• No: xW-12348x4TOREVIEWTHISDRrVG. b VERIFY THAT 8 FAB. TRUSS LAYOUTS. SPACING: 24.0' Seqn: 6355 - 16958 rk i ITOP CHORDS: IBOT CHORDS: WEBS: •t 2x4 SP N2 N 2x4 SP N1 N 1,4 2x4 .'SP ,N] 2x4..-. SP .N1 A 2 A4 'SP N3 ' Truss configuration by manufacturer. Camber 1/211 at midspan between bearings. fl 7-4-13 0-3-14 Joint Locations••••••••••••••• 1X4 continuous lateral bracing attached 1) 0- 0- 0 8) 31- 4-11 15) 29- 5-10 with (2) Bd nails each member where 2) 6- 3- 6 9) 33- 0- 7 16) 22- 4- 0 Indicated OR 2x4 "T" brace stiffener if 3) 11- 7- 9 20) 38- 4-10 17) 15- 2- 6 applicable nailed flat to edge of web 4) 13- 3- 5 11) 44- 8- 0 18) 14- 4- 0 with 12d nails &raced 8" o.c. where 5) 16-11-13 12) 44- 8- 0 19) 8- 0-12 indicated. Scab must extend at least 6) 22- 4- 0 13) 36- 7- 4 20) 0- 0- 0 90% of web length. 7) 27- 8- 3 14) 30- 4- 0 This truss is designed to withstand 110 mph wind per 1991 SBCCI. (Enclosed. End Zone: Yes, Mean Roof Height - 15 ft) Provide connection for uplift at each support as follows: R1: 1036 The R2: 1036 lbs 22-4-0 .22-4-0 3 5 6 7 B" 9 10 11 ' I 4X4 5V 3X4 44-8-0 fl lix '19 '1917 '16 '1514 '13 12"1 2-0-0 Rl: 20990 3.50" R2: 2099N 3.50" 2-0-0 1 44-e-0 --J EXL'kPT 4i4RE SHMM, ALL PLATES TOTO BE RMBINS-LOG( (RHS - Robbins Nigh Stmujth Plats) scale - 0.1250 R O B B I N S ROBBWS LOCK connector plates (20 ga gNv. steel - ASTM A,46, Grads /) aheN be applied on both faces n buu d eachejoint.Center the pntalluNsasshownotherwisebycirdss (o) or dimensions. Unless olhemvi• indlesled bye Y` ell slots in dines run parallel with the darts or horizarlaAy d the end / a heal. No boss knob or wanes in coMxl arse Splies oNy where shown. OverM spans assume 4• D•erings d each eM, TC Live 30.0 psf Designed 8y: WWpeekplats uN•ss indicNed otlrerwiss. Cutting andteW eetionshaA Ds performed an squ{pnantvArdr produces ""-filluugg dant plates. Th adesignwasppsparedNa000rdencewitlfAldbnelDesignSpedlieeloneforSlrssa -Grade Lumbar end ks Fastenings, (N AO), 'Design Specilicalions /or Ughl TC Dead 7.0 fots oP . Engineering Inc. M« d Ptds Connt Wood Trusses• (TPI, end HUD Dsafgn Crtsria to Trussed RaRers. Robbins Eng. Co. boars no respo+sX,! for the enaction d truxss, field br or permanent truss bracing.. Rater to HIB - g2 es pudished bvk Ihs True Pkts Inuluts. 589 D' Onolrb Drive, 8C Live 0.0 p sf Checked 8y: RE Suit• 200, Medlson, aoarufn 5971g. Parsons •reefing trusses ors cautioned b see prdsasional advice concerning proper erection bracing to Wiand erection.pre- rent lopplinp end'dominaing'. Care should b• taken to danfeg• during 1Nxiuuion, storage, shipping aTop and bottom chords BC Deed100 s f P Date: 9-14-92 pweM shell bsadsyuat• ly Dried in the absence of sheathing or rpid ceiug, rsapscDrsy. It b Ns responsibility d others to ascertain that the design bads TOTAL 47.0 psf P. O. Box280055. Tampa, FL 33682 utililsd on lhu drawing meet or exceed the actual dead bMs knposed by the strudwe and Ih• live bads Imposed by the local building code or NW- ricd climatic reoada. FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. STRESS INCREASE: 1.33 Dwg. No: xWW-12347 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FAB. TO REVIEW THIS DRWG. 6 VERIFY THAT DATA INCLUDING DIM. 3 LOADS CONFORM TO THE ARCH. PLANS / SPECS 9 FAB. TRUSS LAYOUTS. SPACING: 24.0" Seqn: 6355 - 16957 TOP CHORDS: 2x4 SP M2 N 2x4 SP .N2 D 1.4 BOT CHORDS: 2x4 SP .M1 2_4 SP MI N 2 WEBS: f 2x4 SP #3 Truss configuration by manufacturer. 1X4 continuous lateral bracing attached with (2) 8d nails each member where indicated OR 2x4 "T" brace stiffener if applicable nailed flat to edge of web with 12d nails spaced 8" o.c. where indicated. Scab must extend at least 90% of web length. point Locations•••••••••••••••. 1)••0-•0- 0 8) 31- 4-11 15) 29- 5-10 2) 6- 3- 6 9) 33- 0- 7 16) 22- 4- 0 3) 11- 7- 9 10) 38- 4-10 17) 15- 2- 6 4) 13- 3- 5 11) 44- 8- 0 18) 14- 4- 0 5) 16-11-13 12) 44- a- 0 19) 8- 0-12 6) 22- 4- 0 13) 36- 7- 4 20) 0- 0- 0 7) 27- 8- 3 14) 30- 4- 0 Camber 1/2" at mldSapn between TOTAL DESIGN LOADS ------------ This truss'!• designed for additional load Uniform PLF From PLF To bearings. from 200 lbs. A/C unit supported over 2 TC Vert 74 0- 0- 0 -74 44- B- 0 trusses, located where shown. BC Vert 20 0- 0- 0 -20 44- 8- 0 Concentrated LDS Location NOTE: Do not drill any holes This truss is designed to withstand TC Vert 50 IB- 0- 0 110 mph wind per 1991 SBCC1. (Enclosed. TC Vert 50 20- 0- 0 in chords or webs. End Zone: Yes, Mean Roof Height • 15 ft) Provide connection for uplift at each support as follows: Rl: 1063 lion, R2: 1056 lbs L 22-4-0 r 22-4-0 1 2 /—- r- 3 4 5 6 7 B 9 10 11 A 3X4 3X4 3X4 3X6 r 3X6 U4 7-4-13 'i 2X3 I I 1 ap 6-10-1 0-3-14 3712 WC I 3>n2 0-3-14 1 3X4 3X4 3XS 5)C) 3X4 5X7 3X4 I 44-8-0 20 19 11117 16 17514 13 12 2-D-0 R1: 2157M 3.50" R2: 2142N 3.50" 44-8-0 2-0-0 D(CEPT WHERE SHOW4, ALL PLATES 10 BE ROBBIHS-LCM (ME • Robbins High Strength Plate) scale 0.1250 R O B B I N S ROBBINS LOCK connector plates (20 go. gah. steel - ASTM A446, Grads A) shell be applied on both fee" of truss at each Joint. Center the pietas, untaas ehowT otherwise by ardss (o) a dimensions. UNess otherwise indicated by e Y ell olds in plates run parallel with the chords or horitonWy heel. No bass knota N Splice Overall spans assume 4' Dear' a at sech and, TC Live 30.0 psf Designed 8y: WWetthepeakend / or or wens• ptaU corNect area aNy wfisre shown. antes• hdiealed otherwise. using end fabrication aheN bs performed co equipment rMich produces snug -tilting dr ts and plates. ll:ls design was prprepared kr aocordence with 'Nelbnsl Dsslgn Spedfcations br SUsu -Grads Lumbar end ks Fastenings' (NFPAi. •Design Specifications for Light TC Deed 7.0 psf Mstd PkdaConnected Wood Trusses' (TPI ,end HUD Dsaign CrRaris 1cr TnusadRollers. Robbins Eng. Co. boars no rosponwbilitytot the erection D' Onefrio Drive, BC Live 0. 0 ps f Checked By: RE En g in eeri ng Inc. of trusses, field Dracirig or parmenenl Wes acing. Rafar to HIB - 02 as pubbshed by lha True Plats Instiluto, 583 53)tg. Persons b concerning erection braft to - Suite 200. Madison. soonsin erecting trusses ere cautioned seek profsaslonW advice proper pro age, &Npping and erection. Top and bosom chords BC Dead 10.0 psf Date: 9-14-92 shall M ade uetely brK ad In the absence o/ aMethkq or rig d esAinp, raspec4vey. It Is the responsibility of others to ascertain that the design badstheWbe& by thelocal building code or Nab- TOTAL 470 sf PP. O. Box 280065, Tampa, FL 33882 uDlixsd on ta s drewirq meet or exceed the actual deed beds Imposed Dy the alructura en0 a unposed rical dimau,reoords. FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. , STRESS INCREASE: 1.33 Dwg. No: xWW-1234 8 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FAeTO REVIEW THIS DRWG. 8 VERIFY THAT DATA INCLUDING DIM. 8 LOADS CONFORM TO THE ARCH. PLANS / SPECS 6 FAB. TRUSS LAYOUTS. SPACING: 24.0" Seqn: 6355 - 16958 P.O. Box 290055 Tampa, Florida 33682-WSS (913)972-1135 Fax C bracing attached ail :saber gr where Rm& a stiffener b If ENGiNENG. iN to. c. whew xt*nd at least The TM Pla hopke pan between bearings. JULY 28, 1992. l REF: 4698 CDGuN jujo"..-a PLEASE FIND ENCLOSED: 2 DRAWINGS EMBOSSED SEAL FL XWW 10820-10821 22-4-0 L 2 DRAWINGS (REF) GEN DET 3B 6EN DET 4 8 BY DAM EMMSED SEAL FL TR 5190- 99N 3.50* 2-0-0- j1b0MMM01Mu&&at*m:hjc1nL Centw1hopIdes, In= ma panifiel wAlh t" atheChokenk* m apens assumm 41 befittv a saFft enck Lqm Snug-* mid plaiss. We design wasFaskeniniis. Of — I. Mmign Spodkob t- 61ne Er* Co. bows no responsbW Im LIW= r-O _j - rj 7V pAb kame. 583 17 Ondw Dme' 0- 0-1mo 0-wo stection bmft b pro- mgm,& hk0V dw& mnsbky d Moseslo asowlainIns! Do designbe& vebads' I by 1he Mcm! building CWS of Nab- 0 REVIEW THIS DRWG. & VERIFY CZ. A FAB. TRUSS LAYOUTS. and mscfimL Top andbottom THAT TC Live 30.0 pat TC Dead 7.0 pat BC Live 0.0 pat DC Dead 10.0 pat TOTAL 47.0 psi STRZOS I ZASE: 1.33 spAmmo: 24.0* NCR Designed By: W Checked By: 7- 27-92 Dwg. No: zW-10820 seqns 6355 - 36120 0 RE Dates r: - . 1 74. t .r--r:^ ^ +.w-+m-; -tea-V o-..• _ P.O. Box 280055 Tampa, Florida 33682-0055 (813) 972-1135 Fax (813) 971-6117 t 37817 ROBBINS ENGINEERING, INC- The Truz Plate People° JULY 28, 1992. REF: 4698 COGUN PLEASE FIND ENCLOSED: 2 DRAWINGS xWW 10820-lUB21 2 DRAWINGS (REF) GEN DET 3B GEN DET 4 EMBOSSED SEAL FL EMBOSSED SEAL FL TR 5/90 TOP CHORDS: 2x4 SP 02 N 2x4 SP 11 N 1,4 DOT CHORDS: 2x4 SP M1 2x4 SP #1 N 2 WEBS: 2x4 SP 03 Truss configuration by manufacturer. fi 7-4-13 0-3-14 1X4 continuous lateral bracing attached with (2) 8d nails each member where indicated OR 2x4 "T" brace stiffener if applicable nailed flat to edge of web With 12d nails spaced 8" o.c. where indicated. Scab must extend at least 90% of web length. Camber 112" at midspan between bearings. Joint Locations•• 1) 0- 0- 0 8) 31- 4-11 IS) 29- 5-10 2) 6- 3- 6 9) 33- 0- 7 16) 22- 4- 0 3) 11- 7- 9 10) 38- 4-10 17) IS- 2- 6 4) 13- 3- 5 11) 44- 8- 0 18) 14- 4- 0 5) 16-11-13 12) 44- 8- 0 19) 8- 0-12 6) 22- 4- 0 13) 36- 7- 4 20) 0- 0- 0 7) 27- 8- 3 14) 30- 4- 0 This truss is designed to withstand 110 mph wind per 1991 SBCCI. (Enclosed, End Zone: Yes, Mean Roof Height 15 ft) Provide connection for uplift at each support as follows: R1: 1036 lbs R2: 1036 The r JUL281992°f 1 i r I. 22-4-0 22-4-0 L 1 2 3 4 5 6 7 8 9 10 11 4X4 5X1 3X4 44-8-0 fi 120 119 11117 '16 '1514 '13 12'1 Rl: 20990 3.50" R2: 2099N 3.50" 2 4448-0 — - 0 EWEPf UIERE SHMN. ALL PLUM TO BE WBBINS-UXX (RHS Robbins High Strength Plate) scale 0.1250 R O B B I N S RDBBWS LOCK connector pates (20 ga geN. steel - ASTM AH6 Grade N shall be soofisd on t+o1A feces d truss at each )Dint Canto IM pldss, with sn daring a porch end. uNew shown olhaiwisa py aides (o) or dmensions. UNew od+ernise Indcabd py a all obis 11 pietas run ns assumeNoNSpinshown. OvareJl opens euuma 4' bsarYgs el carp and, TC Live 30.0 par Designed By: : WWetthepeakand ! or heal. bou krob a wanes peb contact osa orJy wt+ara uNaw Ndieated olhsrwAse. Cutting end fabrication spat be peAamed onaqulpmant wA:leh produce+ snug-fiV I,,fa and pates. This design WasforLightpreparedMe000rdaneewithNationalDesignSpeeifieationsforStrew -Grade Lumber and b Fastenings' (NFf A,1)"IgCo. TC Dead 7.0 psi Checked By: RE Engineering Inc. bows no pnorSppecilieetiandmow, fisW bear por pemwantbuwl6rednqR1•r tonHIB -02 as pubGshad by theTauPlat. fnstlut 5W d Onofrio Drive. abilitytt the ofechm BC Live 0. 0 psi Suila 200. Medsan, YNscorwln 5871Y. Persau grading hueseg era eaulbned b seek prolesslonN advice concerning proper erection txaft to pro - vent lappfinp and Rbrntnoing•. Care should ba takenb present demepa durirq febriudion ataage, ahlpping and eredion. Topand bottom dxx a BC Dead 10.0 psi Date: 7-27-92 P. O. Box 280066, Tanttptt FL 938B2 ehN be ade9uNely braced Inthe absence of Y»NNrq a nDboMnp, respectively. It 4 theresponsibility ofothers toascertain that the design bedsuiN[edon thr drmrinp meet or eaced the equal dwd lads Iff" d by the atrudMy end the We bads unposed by the local building code or Nab- TOTAL 47.0 pat ricddenatlerscords.•FURNISHACOPYOFTHISDESIGNTOERECTIONCONTRACTOR STRESS INCREASE: 1.33 Dwq. No: 3LWW-10820 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FAB. TO REVIEW THIS DRWG. 3VERIFY THAT DATA INCLUDING DIM. 5 LOADS CONFORM TO THE ARCH. PLANS / SPECS 8 FAB. TRUSS LAYOUTS. SPACING: 24.0" Seqn: 6355 - 36120 ITOP CHORDS: 2x4 SP N2 N BOT CHORDS: 2x4 SP N2 N Refer to Can Dot 3 for web grades and bracing. t 0 T 6-6-7 0-0-4 Truss configuration by manufacturer. This truss is designed to withstand 110 MPH wind per 1988 SBCCI. Provide adequate connection along continuous support for 40 PLF uplift. Refer to Gen Det 4 for outlookers. Joint Locations. -.... 1)0-0-0 15) 30- 4- 0 29) 28- 4- 0 2) 4- 4- 0 16) 32- 4- 0 30) 26- 4- 0 3) 6- 4- 0 17) 34- 4- 0 31) 24- 4- 0 4) 8- 4- 0 18) 36- 4- 0 32) 22- 4- 0 5) 10- 4- 0 19) 38- 4- 0 33) 20- 4- 0 6) 12- 4- 0 20) 40- 4- 0 34) IS- 4- 0 7) 14- 4- 0 21) 44- 8- 0 35) 16- 4- 0 8) 16- 3- 7 22) 44- 8- 0 36) 14- 4- 0 9) IS- 4- 0 23) 40- 4- 0 37) 12- 4- 0 10) 20- 4- 0 24) 38- 4- 0 38) 10- 4- 0 11) 22- 4- 0 25) 36- 4- 0 39) 8- 4- 0 12) 24- 4- 0 26) 34- 4- 0 40) 6- 4- 0 13) 26- 4- 0 27) 32- 4- 0 41) 4- 4- 0 14) 28- 4- 9 28) 30- 4- 0 42) 0- 0- 0 22-4-0 L 22-4-0 L 3 4 5 66 7 B 9 10 it 12 13 14 -'-- -"15'1.6 '17 18 '19 '20 217 c .c c c c .c c .c L 44-8-0 L 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 i 44-8-0 - - JUL i1. r • T 6-6-7 0-0-4 EWEPT Wl RE NEW, ALL PLATES TO BE WBRINS-1UC7C (RHS - Robbins High Strength Plate) Oontlruous Support scale - 0.1250 r R O B B I N S ROBEWS LOCK erwiso by plates (20Ile. gain. onsl - ASTM thew Grade A) edb a II as Intl feces n trues el Atheacht Joint Center on plebs, unless stnorm oMarwiss by circles (o) a dunsnsbna, Unless othsrwlw Indicated by a 1r`, d able N pqates run parallel v`+IA the chords or horizontallyinSpliceOverall4' bearings nt each end, TC Live 30.0 s! P Designed 8 WW91' el the peek and / or AsM. No bow knob a wanes pate contact area onlywhere shown. &pens assume unless indented otherwise. Culling and labriodion shall be psi Ion. nad on equipment wMkh produces sn g-f ' and pate&. Thisdesign waspprrspatd In a000rdwe* vAth 'National Design Specirrcatbns for Stress -Oracle Lumbar and II& Fastenings',b' Dsslgn Spsdfentbnsfor LightTC Dead 7.0 s! Pr Engineering Inc.d Metal Rate Cannscbd Wood Truessa' (TPI , and HUDDesign Criteria for Trussed Ropers. Robbins End. Co. boas no responu'bikyfor the erection busses, field bracing a permanent taus bracing. Refer to HIB - 92 es published by the Trues Rate Inatkul' 68317 Onofrio Drw. BC Live 0. 0 psi Checked By: RE Suite 200, Madison, Wiscauh 53719. Persons erecting truss" we carload to seek prd"alond advks concerning proper erection bracing to pre- vent toppling ad'domincing'. Care should be taken to prevent damage dw" fabrication, &tongs, shipping and erection. Top and bottom chords BC Dead 10.0 pat Date: 7-27-92 shin be adsqtu I* braced in the absence of sheathing or rigid coding. respectively. It Is the rwponarbilily d ethers ro ascertain tent the design beds TOTAL 47.0 pat P. O. Box 280055, Tampa, FL 33682 LOzd on this drswlng meel a srawd the actual dead bads Mnpoed by the structure and the live bads imposed by Me local building code at Who- rical climatic records. FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. Dwg. No: xWJ-10821 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FAB. TO REVIEW THIS DRWG. 5 VERIFY THAT STRESS INCREASE:.1.33 c DATA INCLUDING DIM, r1 LOADS CONFORM TO THE ARCH. PLANS / SPECS 3 FAB. TRUSS LAYOUTS. SPACING: 24.0' Seqn: 6355 - 36121 i OUTLOOKERS AND CEILING FRAMING MAXIMUM CANTILEVER SPANS FOR OUTLOOKER NO.2 A/D SOUTHERN YELLOW PINE 55 P.S.F. 2-11" 47 P. S.F. a 3'- 2" DISTANCE "Y" GABLE END NAILER BETWEEN CEILING JOIST. 2'-0" TO 6'-0" DISTANCE "X" DISTANCE" X" TO BE 80% OF DISTANCE "Y" CEILING JOISTel DOUBLE TRUSS WHEN DISTANCE "Y" IS 2'.0" TO 4'-0" FOR 2X6 NO.2 A/D OUTLOOKERS DISTANCE" Y" FOR 47 P. S.F. = 4'_ 5" DISTANCE"Y" FOR 55 P. S.F. = 4'- 3'1 ALL OTHER DIMENSIONS REMAIN THE SAME. LOADING T. C. L.L. 30 P.S.F. 30 P.S.F. T. C. D.L. 15 P. S-F 7 P. S.F. B.C. D.L. 10 P.S.F. 10 P.S.F. TOTA L 55 P. S.F. 4 7 P S.F. DURATION 1.3333 1.3333 FACTOR GABLE END 2'. O" TO 4'- O" 2X4 AT 24" O.C. CONTINUOUS — I X4 AT 24" O.C. CEILING JOIST CEILING MATERIAL DETAIL FOR ALTERNATE CEILING FRAMING. OUrLOOSERs 0 n 0. C. iUL, 20t, t792 ` r• yJ' Ir ri DOUBLE.TRUSS I fly a. GABLE END HEEL AND 2 HEEL PLATES OUTLOOKER DETAIL MATCH TYPICAL TRUSSES NOTES: TOP CIIORD LIVE LOAD P.S.F. DESIGNED BY: ROBBINS LOCK connector plates (20 ga. galy. steel) shall be applied on bosh faces of truss at each joint. Center Ilse plaits, unless TOP CHORD DEAD LOAD P.S.F. J H P nIIAV-N fly: l shown otherwise by circles Io) or dimensions. Splice only where shown. Overall spans assume 4" bearings al each end, unlessindicatedotherwise. Spans may be Increased up to B" it 0" bearings are used. Culling and labriclion shall be performed on equipment which produces inug.filling joints and plaits. This design was prepared In accordance with "National Design Specs. BOTTOM C14ORD LOAD P.S.F. JMP/A G CII•Rb. dY: fictions for Stress — Grade Lumber and Its Fastenings" (NFPA), "Design Specifications for Light Metal Plate Connected Wood H Trustn" (TPI), and HUD Design Criteria for Trussed Rafters. Robbins Mfg. Co. bears no responslbillly (or the erection of trusses. TOTAL LOADING& DAIGRi6bblevIle1Jbracingorpermanenttrussbracing. Persons erecting trusses are cautioned to seek prolerslonal advice concerning proper dominoing". 12 / I / 79ereclionbracingtopreventtopplingandCareshouldbeOakentopreventdamageduringfabrication, storage, 9G STRESS INCREASE DwG. N0. truss plate division shipping and ereclion. Top and bottom chords shall be adequately braced In ilia absence of sheathing or rigid ceiling, respectively. P.O. Box 437, Tampa, FL 33601 to SPACING124 of SLOPE: OEM DET 4 TOP Q BOTTOM CHORDS N0,2 AD SOUTHERN PINE VERTICALS D WEBS 2X4 A.D. SOUTHERN PINE SEE TABLE BELOW FOR _GRADE, SPACING 8 LENGTH LUMBER GRADE SPACING OF VERTICALS MAXIMUM LENGTH WITHOUT BRACING NO. 2 I' - 0" 7' - 4" N0,2 2'-p" 51-211 NO 3 1'-ON: 5-5is ' NO 3 2' - 0" 1 3' - [do NOTE: I'-0'oc Q 2'-0"oc SPACING OF VERTICALS CAN BE USED IN THE SAME GABLE TO MEET THE , REQUIREMENTS OF THE TABLE ABOVE. OVERHANG REQUIREMENTS WITHOUT OUTLOOKERS 4— DIAGONAL BRACING METHOD IN LIEU OF"L"BRACE 1 ATTACH IX6 TO 2X4 BLOCK ATTACHED TO- - THE TOP CHORD WITH 2-Bd NAILS AND THE OPPOSITE END TO THE CENTER OF THE ZX4 VERTICAL W/2-8d NAILS FOR VERTICALS LONGER THAN SHOWN IN. TABLE, NOTE: Top chord may be hipped. Bottom chord may be sloped. Robbins truss plate division o. Box 437, Tampa, FL 33601 ' LOADING 55 PSF 47 PSF J T.C. LIVE LOAD 30 PSF 30 PSFr ; T.C. DEAD LOAD 15 PSF 7 PSF CEILING' LOAD 10 PSF 10 PSF.., TOTAL 55 PSF 47 PSIj, DURATION. FACTOR 1.3333 1.3333 , SPACING WIND LOAD 24• 30 PSF 30 PSF L"BRACING' OF LONG VERTICALS IX4.%" BRACE TO BE USED,ON VERTICALS UP TO 10'-5" LONG. ATTACH W/ 8d COM. NAILS 8'o.c. 2X4"L'"BRACE TO BE USED ON VERTICALS OVER 10'-5" IN LENGTH. ATTACH W/12d COM. NAILS 12"o.C. TYPICAL S 1K3 TYP. PAN OF TYPICAL TRUSSES PEAK PLATE TO MATCH TYPICAL TRUSSES FRAMEDIIII1IDPEn „G N. DLSIGh[D Ov NOTES: eROBBINSLOCKtonnectorplaits (20 go- 991v, steel) shell be applied on both facet of hurt at eaih joint. Center the plate&, unless I DRAWN BYshownotherwisebycircles (o) or dimensions. Splice only where shown. Overall spans assume 4" bearings al each end. write&& Indicated otherwise. Spent may be inueased up to all it B" bea snot are used. Culling and labrlcallon shall be performed ene4wipmenlwhichproducessnug•lilling iointt and plalfs. lhit design was prepared In aceordenee with "National Design Slit ci. GIY>D 0JFlicatiorislotStreet — Grade Lvnsleer and lac Fattenings" (NFPA). "Design Specifications lot Lioh1 Metal Plate Connected Wood Tovtses" (TPI). and IIUD Design Cflleria for Tevssed Rapers. Robbins Mfg. Co. beast no responsiblllly for ilia treclion oI bwstt. SEC ABOVE DAIL lield prating or permanent lows beating. Ptesons +reeling Irusset are cawiloned to seek professional advice concerning proper 3/1 /a9 erection bracing to prevent toppling and "dominoing". Cast showid.be taken to prevent damage during Iabricb6on, dosage. owi, ho shipping and utclion. lop and bottom chord& shall be adequately be in ohs absence of shealhing or eigid ceiling, respettiveiy. OEM DET 3 B e y , O Lei 4 a