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Home My WebLink About129 Calabria Springs Cove - BR03-000008 - SFH (A)I'A" PERMIT ADDRESS 120qt 0 CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS I10EllawAi1u1: ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR', PLUMBING CONTRACTOR`S c t , ' MISCELLANEOUS CONTRACTOR FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # D3 --Olf PERMIT DESCRIPTIOT PERMIT VALUATION SQUARE FOOTAGE DATE when R"d4 For Pltkup CITY OF SANFORD PERMIT APPLICATION t( 407) q Gatl AM4 LICATION 4D7i q47-8167 Permit po...- Job Address: _ }.. fit.., 01 ',y « L' Date: t J l- C` _ • Permit Type: Building Electrical _dechanical Plumbing Fire Alarm/Sprinkler Description of Work: SFR Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration Change of Service _Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Residential Commercial _ Industrial Total Sq Ftg. Value of Work: S ==. • Type of Construction: SF C M U Flood Zone: —&-Number of Stories: Number of Dwelling Units: r • Parcel No.: <_ - } c - ! L-y -- 0C `C, o ` r C 3 (Attach Proof of Ownership & Legal Description) • Owner/Address/Phone:e-az.--, %Aa es. r_ F 3a } U\cs- 1State License Number: C.3._, Q!EE>3p-} 1= Alm ContactPerson: AmvN C_c nL,.,_N Phone & Fax Number: 401 _ 905 - r[8,} `, Title Holder (If otherthan Owner): N !Q Address: ! J 1 A Bonding Company: Address: Mortgage Lender: J / Address: Architect/ Engineer \ - vc t r Address: 1('1 ?> o k 1 U- i(n i. Phone No.: Fax No.: L4. o I i 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 theforegoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be foundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of OwntTr Agent Date Print Owner/ Agent is _ Produced ID s Name t0iE Date My Comm E.La Personally Known to Me or Signature of Contractor/Agent Date N i s Name i; tate of Florida Date LARK D, A. C 1 My Comm 4/27103 lo. CC 850099 W 00w I.D. Contractor/ Agent is _J,ersonally Known to Me or Produced ID APPLICATION APPROVED BY: A''< e6—'i4 Date: /d —/ — zooz- Special Conditions: t 544o.93 CITY Of SANFORO O ENGINEERING PERMIT 1V PERMIT No V IIIs permit shall authoruc work to be done in the City of Sanford based on the approved construction plans and lieinformationprovidedbelow: Right - of Way Utilization .............. Driveway ................. Applicant Namc"Ze_,_ }- -)yy%es D__a rirm: Address: 5 N- vile-ti n ,-. Phone: 33q-4L14(Oay) (Night) Project location or Address: - Title of Approved Development Plans: Schedule of Work: From To Approval Date: Emergency Pcpairs.......Q Proposed Activity: Driveway Installation....... Aerial Utilities ....... 0 Underground Utilities....... 0 Dore and Jack 0 Op Cutting of Roadway ....... Sidewalk Installation.......0 Other ....... 0 Specific Description: EAcavation Information: Total length (FT) Number of Open Roadway Cuts Aerial Information: Lcngth (M Number of Poles (Existing) (New) It is understood and agreed that the rights and privileges herein set out ate granted only to tile extent of the City ofSanford's jurisdiction and the right, title, or interest in the land to be entered and"used by the permittee. The permitteesliallatalltimesassureallrisksofandindemnity, defend, save harmless the City of Sanford from and against all'loss, cost, damage, or expense arising in any manner on account of the permit request by said permittee Oftheforesaidrightsandprivileges. In the even( of any future construction of roadways, utilities, stormwa(er facilities,or any general maintenance activitiesbytheCitybecomesinconflictwiththeabovepermittedactivity, the permittee shall remove and/or reloca( e as necessary at no cost to (lie City of Sanford, insofar as such facilities arc within the public right•of- waY. 'CALL THE PUBLIC WORKS DEPT. AT 330.5681 TO SCIIEOULE A PRE -POUR INSPECTION APPLICANT SIGNATURE r OATS Reviewud Public Works Date Utilities Uale ____ . . APPROVFU: (: ngincrrinu _— Ua 1 LI FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: FP 47 Builder: Beazer homes l' < '_ , ,,ter .,> t y V., ,ti._- ('r (` Address:l:z`1 .L_ t_ > - Permitting Office: Y_ `} City, State: Permit Number: 03 Yb$ Owner: v r _._ Jurisdiction Number: b9156 DClimateZone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 b. N/A 5. is this a worst case? Yes 6. Conditioned floor area (ft=) 1724 ft' c. N/A 7. Glass area & type a. Clear - single pane 228.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft, _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' HSPF: 7.80 _ d Tint/other SHGC - double pane 0.0 ftz b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 185.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1286.0 ftz _ EF: 0.86 _ b. Frame, Wood, Adjacent R=1 1.0, 208.0 ft' _ b. N/A c. N/A d N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1724.0 112 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret. Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A ML-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 27060 PASSTotalbasepoints: 27570 I hereby certify that the plans and specifications covered by this calculation are ' ' c pl' ; / witKthe Florida Energy Code. PREPARED--------------- DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/A ENT: i r Y, DATE: 1---t--=--------- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. 1xE S AVo BUILDING BUILDING OFFICIAL: DATE: ---- i------ EnergyGauge® (Version: FLRCSB v3.2) Herz & Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 A 28 LI LINE BEARING DISTANCE L I N 89°54'57'W 60.00' L 2 S 89°40'49"E 60.00' FLOOR SLAB ELEVATION MUST BE 16" ABOVE CROWN OF ADJACEi",11T. ROAD UNLESS OTHERWISE APPROVED PC3 - /-- 825.37 CIL CITY OF SANFORD ADDRESS: 129 CALABRIA LOT 24 1 U-- V vQ LOT 23 B" GRADING n n 9.247 SO. FT Z D nc ko m m 18.0' rn - o LANAI o3111N> 10. 11.0' 1I r.n nim r j40.0' Z ti MODEL FP-47 ELEV. -B.0 6 D- W/ OPT. SITTING ROOM ONE STORY RESIDENCE rn FIN. FL. ELEV.:61.0 v, Q o 40.0w 55.0.0 1.2' 5.2' O N 0 4. 10. 20.0' 8. N Z N VU O Q 2 OCi y Z ti tQ cn < W rnm m m n v0 ' tV a a r`n n1rrn z T fry - m z A --r Ul N Ln 0' LOT 22 L2 0o N C/ 8. 129.09 CALABRIA SPRINGS COVE N 89e 40 49 -W 954. 46 p P. S O R I W) TRACT F REFERENCED BEARING ROAD & UTILITY EASEMENT SETBACKS: SITE DATA Front 25 Rear 45 Av ERV10US S0. FT - 304° SPRINGS COVE --- Side 75 ' Corner 25' LOT S0. FT. LEGAL DESCRIPTION. Lot 23. " CALABRIA COVE " IMPERVIOUS AREA - 2. 8 1 0 SO. FT. according to the plot thereof as recorded in Plot Book 60. Note: Becrings shown hereon ore referenced to the C/Latpages8 - 10 of the Publ(c Records of Seminole County. Florida. of CALABRIA SPRMS COVE as being N 89° 40' 49''W. FLOOD HAZARD DATA: The Parcel shown hereon des within Flood Zone "X" Vertical datum is based on NGVD per Engineering according to the Flood Insurance Rote Mop Community Pone/ Number construction pins by Burkett Engineering. Inc. 120289 0040E.Doled 04/17/95. Project No.9709-31. PR I VATE Legend General Notes: ProposedThisisfield fD Temporary Benchmark datum) OrS O R B Offset Official Records Book1aBOUNDARYSurveyperformedintheon(assumed pe Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or sow Back of sidewalk PC Pant or Curvature subsurface/aerial encroachments, it any, were located. GL Cnterline entralPCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surfaced or /ormboard. CALC or ( Delta) Angle CeaceCalculatedCB P. C.P. Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved Chord Bearing PG. Page Consruction plans provided by the Clieri wlless otherwise noted, and are shown co Cnoro PR.M Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed C.M Concrete Monument Pti P. O.B. Property Line Point of Beginning temporaryBenchmarkshownhereon. EL. or ELEV Proposed) ElevationPP.O.C. Pant of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P. 1. Point of Intersection Rights - of -way of record whether depicted or not on this document. No search of the FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC Pant of Reverse Curvature Public Records has been made by this office. I P Iron Pipe PT. Point of Tan enc py 6. The legal description shown hereon is as furnished by client. I R. Iron Rod R Radius 7 Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RAO R/ W Radial Line Residence Denotes : 4" iron rod with yellow plastic cap marked LB4937 or L53182, or LB Licensed Business 17/YV Right -of -Way iron rod with red plastic cap marked 'Witness Corner'; unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mee Measured rYP Typical Denotes Permanent Reference Monument N/D(N&D) N. R. Nail and Disk Not Radial 4/-11- Fence symbol (see drawng) X- X- Fence symbol (see drawing) Certification., Not valid without the signature and the original raised sea/ or a Florida licensed Surveyor and Mapper Drown b y : CM idsMinimumTechnicalThissurveymeetsthereqhtefanrdsascrontainedi1Gi7-6 oridaAdminisfrafiveCode. PrreparedbFor: BEATER of Legal Description Job Number: 01.005-02 Skerch1 This is not a Survey seat. : 1 so William A.Werx,RL.S.FWrK18RepisteredLa Surveyor No.3182 Plol yion Fawnper (osed: 08-28.02 Dar , a L Prtem oniecki, P S. M. Registered s r eyo/ and Mapper No. 6030 William R. Nea, P. S. M. Registered Surveyor d Mapper No. 6092 do l i o n S u rr e yF i n o I Survey: Herz d Associares Inc., State of Florida LB 4937 Re r i i o n s 6, Cu to" (,) 4 ROD FROM FXTIM6 LIP TD tI! V-NM MK 225222a 2 N-IZUOk MAW.& "k-me rvLL PLANT 5W-F AT Ll- AF F (VN,D,l Ex- R A-L MILLS ARE -55NCP FC* 5ICAR *--5;5TAX'-E Z 2A-NTE; 6EAJ06 2x PqAME r4A.L 5T05,6 0L tkOJ 1. A_!'NTMOK "-I CAC' DEARINC, 2- FRAY£ YIAL-124'CC EL N- ERICIR E-EVATiON DETXL5 ELEVATION NO" OVER SHEET WM5-MHEADER 1,',HEE::)L)LE: E A^ER NO CESGR!PTION NAILED 111 12' 0 C. "'G RDv6 51 ASCEREDDO-- I5 2A0 NAILED ,/ 100 0 17' 0 G7),C 5IA66EV-EPV- IWL! 2,,a / 1/1" FLITCH -LATE MAI Lf0 .J 10 a III 12 - 0 C ri C R4'4651 A669- RfD od 0"212'04 'hC qOr6 5TAS(SEREO PRE - CAST LINTEL rV $5 V'A BAR(5) o, (LETTM SEE LINTEL'GP-L5') RECEIhEV PRE -CAST LINTEL K $5 PIA. BARIC,) so, I-.EITVR) SEE LINTEL SCHMXLE lcv-Lsl1 VrINL",) OW SCHEDULE I MASONRY' CONSTRL,-!ON CALL 512 Mwo" 541f ALL -,Ze rwcovl SSE IM 571.5D 3/.-' 5413 19 llbA3b 3-V5H 24 3140 51V SH 14 A I/t,.50 5,10 50,24 -5 E 371.555/t, So, 4 -5 M 1/5*45 5/t, Sol 25 E 5H! 5 14 2b E 3m,012, vt- o2- 51, 27 f SH 46.26 5H I K.22b 7.2b SH 41$.36 4D".30 3/b5,, - 15 26 i/2,0e 3/e, 6t1 4e.5C 46 .50 5/D' 2b ',/ 2',5C 511" se 42I.55 E AD",55 5.1b' f, S16, 5- 4b.0 E 46-.63' 15 2f, 51- 4t.12 I 4t".72* Sri Ht, 26 5H 4&.a4 E WA64' 3H K7 2b 7.64" 6-32 53 vo,.W tLi 50,20 50 SH 135 53 V-11.51, 5/t, SO 30,IM 30 112*A!ib 3/b 5- 3- E 513 t/v*Zo!la, Sl 50x50 3. 1121.50 5/&- 5M 34 .5 E 53 V41*.55 5/61 5H 31A55 W 545- 5H %t E 55 1,11*,,153, 5- 30.a6,5f to V:2,,01, 5H 36 E IVA12' 30 ! 42-.72- cM 31 E 53 50. 84 E 50:,12'.D4- 5L 22 07ES f , INDICATES Y*NCVY6 THAT rIEET E6P--55 AMM!n"C'15 I ALL. 61NOC7^ ROUCM OFIESIN65 SHALL BE VERIFIED BY Y44NPOW CONTRACTOR PR10R TO C-OWTRUC-TION, 2 SHALL VERIFY ALL IIINVOki Q, Ckx! OPENINSS KTr C,--.ERAL CONTRACTOR PFCOR TO OF YICR.K. W- 1KNALGA! 5,ZE - PICVW:. 5!N&LE, 17-UXE, AW 5LH;nN5 KVTk FEET — rC&HT - FEET APTH uClfel HEI&4T - IWOE5 vT. P5, ALL INTERIOR VO-11r, -C6M-5 & -6' (UNC) 2 ALL DOOR V.OIS" 0PENIN65 SMALL BE VVUFIE:;, ef DOOr, 70 rCN-"TRVr---: ION 3. 45-CONTRACTORS S?4A,-L YERIFY ALL POCIZ ROS 0PENIN55 WITH 6ENFRcI ;CONTRACTOR PRIOR TO COMMENCEMENT OF HORX. GENERAL NOTES I ALL INTERIOR ARE eA-leC:7 FRGMI-C CYr-R frCE OF --E -- lVmPATi9N 5,.A5, 2 ALL - 5CAL tPOER SLAB AND F0OTIN655 5f-AL- BE TREATED FOR FINAL EATMOK TREATMENT OF BUILDING SKALL MIN ACCORDANCE ;,VTH THE FS2 r, = EDITION SECTIONlblb 464 2, 7 b' OR'A A'0 1 4 21 A PERMANENT 5qrN OF THE TERMITE TIREATMENT AND 7-E PROY LVR SMAL BE -05TW 3 A" REINFORC) YO STEEL LAPS SHALLBE 4c BAR PiAME7ER M-t 4 CONCRETE FOR 9-AS AND FOOTERS STALL HAVE A WN STREW.TH OF 2500 P5 AT 25 DAY'S 5 CONCRETEf6R0JTlFOR VC FILLED CELLS SA" MAY< A "!N. COl% PRE551A e-T%Z,%6' 3000 P51 AT 2D OATS R-AR e" A-- BE 7,P. 5, ALL BE MN Df (BADE 40 A A L - 4IC.; No H N Ib1 IIE O M 17640 0 x[ GJaJ 77 m 44 il z 0- 4 '-' Ij VIAL LFIbHT SQUARE 0 0 1 ACES FIRST FLOOR 1724 --, F TOTAL LIV*4ra 1124M. ENTRY 5& 5F LANAI tec) 5F 5AQ-AC5E 422 5FTOTAL UNZ>ER ROOF 2362 &F. Amur INC ENGINEERING 2-I- T- ST-.71, orp yIe 24* x3c., Q L Ir-'x,l;' HALF SALE 1 L OOR PLAN 1.0 ea... r.. ,. ". - .. ... 1... .._ _ _ . Permit Numbe:r Prepared By Amy Condon, BEAZER HOMES and 215 N. Westmonte Drive Return To Altamonte Springs, FL 32714 NOTICE OF COMMENCEMENT. State of Florida County of Seminole MMYXW MORSE, CLERK OF CIRCUIT COURT SEMINDLE COUNTY BK 04526 PG 0872 CLERK'S t# 2002942976 RETARDED 09/19/2002 120%53 PN RECDRDINB FEES 6.00 RECORDED BY M Nolden The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information is provided in this Notice of Commencemettt. l . Description of property: Lot Number Legal Description Calabria Cove, according to the plat thereof, as recorded in Plat Book 60 pages 8 - 10, of the public records of Seminole County, Florida. Street Address 1 `-1 , r(- 2 General description of improvements: New single family residence 3 Owner Information: Name Address Tel. Number 4 Fee Simple TntkHolder. N/A 5. ' Contractor: Name Address Tel. Number 6. Surety: N/A 7 Leader: N/A Beazer Homes 215 N. Westmonte Drive Altamonte Springs, FL 32714 407-339-4114 Marcus L Watters, Jr. 215 N. Westmonte Drive Altamonte Springs, FL 32714 407-339-4114 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be saved as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9 In addition to himself, owner designates the following to receive a copy of the Lienor's Notice as provided W713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. Date Signed: <I - Ltr Q,,,j Signature of Ownees Agent, Amy Condon: -C = Y -' (` v Sworn to subscribed before me this U' 1 yiday of j , 1 _ 200 By Amy Condon, who is to me. 7&1, Notary Seal: yf.ietaryr CERI1FIED COPY MARYANNE MORSiiE CLERK OF CIRCUIT CE1i1'R11 SEMINOLE COUNTY. Fi.t1lC?OA set -^----_----- DePU---- o. A. cLARK 0 My C.... Exp 67l03TRYo o euc ,,Vo-cc 850099 jj,"aly !mown t I06W 1A MEEF-411,71-e Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL e. ,.. ._ • 1 tl Q C ettx r•:acir• WOOD. RIDGE;TRR i 101 k kir:t fit. w- aartlid r1 3217t 3 VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-30-5LY-0000-0230 Tax District: S1-SANFORD Number of Buildings: 0 Owner: BEAZER HOMES CORP Exemptions: Depreciated Bldg Value: $0 Address: 215 N WESTMONTE DR Depreciated EXFT Value: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value (Market): $27,700 Property Address: Land Value Ag: $0 Subdivision Name: CALABRIA COVE Just/Market Value: $27,700 Dor: 00-VACANT RESIDENTIAL Assessed Value (SOH): $27,700 Exempt Value: $0 SALES Taxable Value: $27,700 Deed Date Book Page Amount Vac/Imp 2001 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Notice of Proposed Property Tax LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 23 CALABRIA COVE PB 60 PGS 8 THRU 10 LOT 0 0 1-000 27,700.00 $27,700 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http-llwww.scpatl.org/pls/web/re_web.seminole_county title?PARCEL=3219305LY0000023... 9/11/02 LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: Y FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: c ADDRESS: i AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS, JR. NAME OF CONTRACTOR. ems' SIGNATURE OF CONTRACTOR.) STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this : DATE: } _. (, C,- BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNT -@MANGE. r. SIGNATURE OF NOTARY: 0. X CLARK Aar o MY Comm 27/'03 vueiic r . r 5M9 Wiown ) oaw I.O. NOTARY SEAL. CITY OF'SANNFORD ELECTRICAL PERMIT APPLICATION Permit Number: 0 -08 Date: .10 - 01 t),;- The undersigned hereby applies for a permit to install the following electrical: Owner's Name: Address of Job: I) -q Cal 0,Y3 r o, r oaS 0 (51,,•.Q zzr;-3 Electrical Contractor: . c Residential:Non-Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: AMP Service U New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: IN - k o, Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am staling that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number PC4-k- j CITY OF SANFORD PLUMBING PERMIT APPLICATION j' 1 11 k)jPermitNumber. ! O Date; 10 The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: ;1.(a'}.2 't.< iRjl i'L, r y ) n Address of Job: JC>""I .t l>Y1L r)t'G}) l ISri% _ / t,_Q-3 Plumbing Contractor: i_. Residential: Non -Residential: By Signing this application I am stating that I am in compliance Cx f S fo PI bing Code. Appignature 3_11i nt' S State License Number CITY OF SANFORD MECHANICAL PERMIT APPLICATION Perunit Number Date: — - '—' - f, ' ( ........ /— ------ — -------------- tie undersigned herehy applies for a permit to install the following equipment Ov,,;)et's Na171e %„ 'l 'T X I - el Address o " Job c"I C.- es A e N to II e s i c, Job Valuation Ap plication Fee TCTAL DUE qnfnig "his I aril in "".'nxw11cI1y 0: applicant signaturc'. T. CEPT. LTC. it CP-C O 32448 State License NI-1,115" 1A CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 129 CALABRIA SPRINGS COVE for which permit 03-00000008 has heretofore been issued on 10/08/02 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as Ar;„1 { - _i complies with all the building, plumbing,"electri,6al, zo ing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES. Water _ Lines In Meter Set Reclaimed Water ENGINEERING: Drainage Maintenance Bond PUBLIC WORKS: Street Name Signs _ Storm ! Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 01-PLANS - EXTRA SETS 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FIRE: Inspected Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FEES PAID DATE DATE AMOUNT 10 09/02 10.00 10/08/02 10.00 11/15/02 10.00 10/08/02 10.00 10/08/02 24.00 10/08/02 10.00 10/08/02 59.27 10/08/02 54.00 Yes No APPROVAL PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 129 CALABRIA SPRINGS COVE for which permit 03-00000008 has heretofore been issued on 10/08/02 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 10/08/02 279.61 01-POLICE IMPACT RESID 10/08/02 91.93 01-RADON GAS TAX FEE 10/08/02 11.81 01-ROAD IMPACT FEES 10/08/02 847.00 01-RECOVERY FD/CERT. PGM. 10/08/02 11.81 01-SCHOOL IMPACT FEE 10/08/02 1384.00 WD IMPACT:SINGLE FAMILY 10/08/02 650.00 SD IMPACT:SINGLE FAMILY 10/08/02 1700.00 OWNER BUILDING OFFICIAL / DATE Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"" DATE — c(•{ PERMIT # C3 r j j ADDRESS 13 SUBDIVISIONS'`,,,,, c CONTRACTOR_I-4- v The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering_ Public Works Utilities Conditions: (Io be completed only if approval is conditional) LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 1/22/03 16:10:27 Location ID . . . . . . Pare Plumber . . . . . Alternate location ID Location address . . . . Primary related party Tinformation, ss ySequenceCode(F4) A" 1. 00 G3_UCUT 2, 00 C-SUC U-T 3- . 00 1. 00 S. 00 7. 00 9- 00 F2= Address F3=Exit F10= Subdiusion Notes 229525. 33. 19.30. 129 CALABRIA SPRINGS COUE BEAZER HOMES CORP Enter. Free - form information 3/ 4--VA-ME-TEli. SET _F_EE__$190._0_E_)P.D.___1 "-7_02REMW F5= Notes display F6=Change display F12= Cancel 16=Related pty data Special Date notes QZ - 1_ 0_100z - More... FS= Parcel Motes FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on oaaes 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number BEAZER HOMES, INC. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 129 CALABRIA SPRINGS COVE CITY STATE ZIP CODE SANFORD FLORIDA 32772 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 23, "CALABRIA COVE" PLAT BOOK 60 PAGES 8,9 & 10 PUBLIC RECORDS OF SEMINOLE COUNTY. BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):------------------- ----- NAD 1927 1x NAD 1983 __ USGS Quad Map X 1 Other:Recordlsla-------- or ecor -la N/A SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME 7_BATE3. ST City of Sanford & 120294 SEMINOLE Florida 64. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONES) Zone AO, use depth of flooding) 12117CO040 E APRIL 17,1995 APRIL 17,1995 X" 47.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1__1 FIS Profile IX I FIRM 1__1 Community Determined I_J Other (Describe): ___________________________________ B11. Indicate the elevation datum used for the BFE in 89: 4 NGVD 1929 1__1 NAVD 1988 IX I Other (Describe): ___Construction Plans--- B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1-1 Yes IX I No Designation Date: _------------ —___—_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I__IConstruction Drawings' 1_-(Building Under Construction" X QFinished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number __1__ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments -------------- —--- —_---------- --_-------- —----------- —_—__--- Elevation reference mark used On -Site TBM----- Does the elevation reference mark used appear on the FIRM? 1__1 Yes 1_-pNo a) Top of bottom floor (including basement or enclosure) _ 61.7 ft. b) Top of next higher floor ____________ N/A ___ ft c Bottom of lowest horizontal structural member V zones only)y O d) Attached garage (top of slab) ------_--_ 61_4ft. E C I e) Lowest elevation of machinery and/or equipment w , servicing the building ------- — ---- 61. 1--- ft. E r1 f) Lowest adjacent grade (LAG) 61.1 ft. to G' g) Highest adjacent grade (HAG)61.1 ft h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ___ N/A - i) Total area of all permanent openings (flood vents) in C3h _____ NIA sq. in. (sq. cm) FI. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER' S NAME Darae L. Przemieniecki LICENSE NUMBER PSM0006030 - Florida TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates Inc. ADDRESS 769 Douglas Avenue CITY Altamonte Springs STATE FL ZIP CODE 32714 AT C11 — x DATE January 24,2003 TELEPHONE 407- 788-8808 FF' AAAPnrm Al-11 At Ir: QQ I \ RFF RF\/FRRF RIIIF POP r..r)NTINl IATIr)N PPPI Ar:FC At I PPF\/Ir)l IC FnITIr1NC IMPORTANT: In these spaces, copy the corresponding information ft'om Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 129 CALABRIA SPRINGS COVE CITY STATE ZIP CODE I Company NAIC Number SANFORD FLORIDA 32772 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on -site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. s not verl ie . IT_I Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E3. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number NIA _ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is INI6_1 ft.(m) 1N/ _lin.(cm) 1_ I above or I— I below check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I -_I Yes 1_ -J No 1-=1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE DATE TELEPHONE COMMENTS I__I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1__1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1__1 A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. 1__I The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: 1__1 New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _________-__ . ___ ft.(m) Datum: _----------- G9. BFE or (in Zone AO) depth of flooding at the building site is: ____-_____— . ___ ft.(m) Datum: ----- _______ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I__I Check here if attachments PI=NAA Pnrm R1-11 At Ir. QQ RFPI Ar FC At I PRF\/Ir11 IC i:nITIrINIC Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) January 24, 2003 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 23 Calabria Cove 129 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 129 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 23, "Calabria Cove", according to the Plat thereof, as recorded in Plat Book 60 At pages 8 through 10, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. ( Darae L. Przemieniecki , P.S. Associate Vice President DLP/bb Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey KAYW000 REPLAT PLAT BOOK 30, PAGES 27 6 28 6 PVC FENCE 0.4 L 1 0.4 L I NE BEAR I NG DISTANCE FD 5' 0/5 1 I SET 5 0/5 L I N 89°54'57'W 60.00' L 2 S 89'40'49-E 60.00' r; v, ,a r7 r o N Z v o p LOT 23 8 GRADING 9,247 50. FT n - n in n LANAI o w m m O m vnmN 10. P 0 I 0, N eDn rrr m 40.0 rn rn Z mzmz LOT 24 ' MODEL FP-47 j LOT 22ELEv. "ic ri DW/ OPT. SITING ROOM JJ ONE STORY RESIDENCE vFIN. FL. ELEV.:61.7 N p o N Q n 1. 2 5. 2' b o w 4.2' I 0 u, 10. 20.0' 8.0' Vl I, uo NFO. I.R, d CAP LB 5733 o 1.2 1.2 0 825. 37 Ln N129 09 P. C.P. CIL CALABR I A SPRINGS COVE N 89° 40 49 -W 954. 46'P 50 R/W) TRACT F REFERENCED BEARING PRIVATE ROAD UTILITY EASEMENT CITY OF SANFORD SETBACKS: ADDRESS: 129 CALABR I A SPRINGS COVE Front 25' Rear 45' Side 7.5 ' Corner 25' LEGAL DESCRPTiON- Lot 23. - CALABRIA COVE - occorciin9 to the plot thereof as recorded in Plot Book 60. Note: 8eoringqs shown hereon are referenced to the CIL atpages8 - 1 0 of the Pubic Records of Seminole County. Florida. of CALABRA SPRINGS COVE as being N 89° 40' 49"W. FLOOD HAZARD DATA: The Parcel shown hereon hes within Flood Zone -X-. Vertical datum is based on NGVD per Engineering according to the Flood Insurance Role Mop Community Panel Number construction plans by Burkett Engineering. hc. 1 2 0 2 8 9 0 0 4 OE. Dated 0 4117195. Project No. 9709-3 1. Genera! Notes: ©, n rL . O n f. This is a BOUNDARY Survey performed in the held on ,L,,,:J L,.- 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, it any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights - of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon Is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %* Iron rod with yellow plastic cap marked LB4937 or LS3182, or X' iron rod with red plastic cep marked'Witness Corner, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Legend Temporary Benchmark o onset assumeddat O.R.B. Official Records Book BOW fk BackfsidewalkPe Plat Book CIL Cenfedine PC Point of Curvature d Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P. C. P. Permanent Control Point CB Chord Bearing PG. Page CD Chord PR M Permanent Roreronce MoncmeM C. M. Concrete Monument PIL Property Une EL. orELEV Elevation p O B point of Beginning FINAL EL. Elevation (Measured) P.O.C. Point of Commencement F Found p / Point of Intersection Fin . Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature LP. Iron Pipe PT Point of Tangency 1, R. Iron Rod R Radius L Arc Length RAD Radial Line LB Licensed Business RES. Residence I. S. Land Surveyor R,yv Right -of -Way Mee Measured TBM Temporary Benchmark N/ D(N&D) Nail and Disk TYP. Typical N. R. Not Radial Fence symbol (see drawing) X- X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Ma JbLMurvey meets the requirements e F a Minimum Technical Dr a e n b y: CM Sfa s as oonfelrred in C pt r 17-6 rids Adminisfrafive C r Chocked by: OP Prepared For: BEAZER CERTIFIED T0: Job Nu+bar: 01.005 07 BRETT S. A MAVIS J. SEVITZ Sco1e 1'- 30' W-k IRWIN MORTGAGE CORPORATION William A. Herx, P.L. S. Florida RegisteredLa Surveyallo.3182 HOMESUILDERS TITLE SERVICES. INC. Ploy plan perforaed: 08-28.02 DereeL. Pr:emienlecki,P.S.M.R Registeredu LAWYERS TITLE INSURANCE CORPORATION Foundorloe Sv,,o 10.23-02 egyorandMapperNo. 6030 F i n a l S u r v e y O I •23 03 WilliamR. Herx, P.S.M. Registered Surve d Mapper No. 6092 ' ` i o u r : y Herx6AssociatesInc., State of FloridaLB 4937 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: FP 47 Builder: Beazer homes Address: \, -Ac-y ` • _, r , - Permitting Office:(, i City, State:, 1 Permit Number. Owner:_ ,c , . - , ; _ Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family I SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1724 ft' c. N/A 7. Glass area & type a. Clear - single pane 228.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft, _ HSPF: 7.80 _ d Tint/other SHGC - double pane 0.0 ft, b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 185.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1286.0 ft' EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 208.0 ft' b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10, Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1724.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 27060 PASSTotalbasepoints: 27570 I hereby certify that the plans and specifications covered Review of the plans and by this calculationZinoiance with the Florida specifications covered by this Energy Code. calculation indicates compliance PREPARED B' ' with the Florida Energy Code. Before construction is completed DATE: _-------------- --- this building will be inspected for hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the lorida Energy Code ` Florida Statutes. OWNER/AGENT: ,j\,r ti ` _ =r_ _ BUILDING OFFICIAL: DATE:------= -- - - ---------- DATE: ----- EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , V BASE GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC 18 1724.0 25.78 8000.1 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM Points Type Adjacent 208.0 0.70 145.6 Concrete, Int Insul, Exterior Exterior 1286.0 1.90 2443.4 Frame, Wood, Adjacent PERMIT #: AS -BUILT Overhang Ornt Len Hgt Area X SPM X SOF = Points E 1.0 8.0 32.0 59.31 0.99 1875.4 E 6.0 8.0 7.0 59.31 0.61 251.6 E 6.0 8.0 20.0 59.31 0.61 718.7 N 1.0 6.0 16.0 27.96 0.97 435.8 W 1.0 6.0 16.0 53.47 0.97 828.7 W 1.0 5.0 14.0 53.47 0.95 711.0 W 1.0 12.0 40.0 53.47 1.00 2129.7 W 1.0 6.0 32.0 53.47 0.97 1657.3 S 1.0 6.0 32.0 44.66 0.94 1349.1 S 1.0 5.0 19.0 44.66 0.92 777.3 228.0 10734.7 R-Value Area X SPM Points 4.2 1286.0 1.16 11.0 208.0 0.70 1491.8 145.6 Base Total: 1494.0 2589.0 As -Built Total: 1494.0 1637.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent Exterior Base Total: 18.0 0.0 18.0 1.60 0.00 28.8 0.0 28.8 Adjacent Wood As -Built Total: 18.0 2.40 18.0 43.2 43.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1724.0 2.13 3672.1 Under Attic 19.0 1724.0 2.82 X 1.00 4861.7 Base Total: 1724.0 3672.1 As -Built Total: 1724.0 4861.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab Raised 185.0(p) -31.8 0.0 0.00 5883.0 0.0 Slab -On -Grade Edge Insulation 0.0 185.0(p -31.90-5901.5 Base Total:-5883.0 As -Built Total: 185.0-5901.5 INFILTRATION Area X BSPM = Points Area X SPM = Points 1724.0 14.31 24670.4 1724.0 14.31 24670.4 EnergyGaugee DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: BASE AS -BUILT Summer Base Points: 33077.4 Summer As -Built Points: 36045.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 36045.9 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 12164.1 33077.4 0.4266 14110.8 1 36045.9 1.00 1.250 0.284 0.950 12164.1 EnergyGauge"I DCA Form 60OA-2001 EnergyGaugeSiRaRES'2001 FLRCSB v3.2 S FORM 60OA-2001 V WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Floor Area Type/SC 18 1724.0 5.86 1818.5 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BWPM Points Type Adjacent 208.0 1.80 374.4 Concrete, Int Insul, Exterior Exterior 1286.0 2.00 2572.0 Frame, Wood, Adjacent Base Total: 1494.0 2946.4 As -Built Total: DOOR TYPES Area X BWPM Points Type Adjacent 18.0 4.00 72.0 Adjacent Wood Exterior 0.0 0.00 0.0 Overhang Omt Len Hgt Area X WPM X WOF = Points E 1.0 8.0 32.0 9.96 1.01 320.6 E 6.0 8.0 7.0 9.96 1.11 77.7 E 6.0 8.0 20.0 9.96 1.11 222.0 N 1.0 6.0 16.0 12.32 1.00 196.7 W 1.0 6.0 16.0 10.74 1.00 172.3 W 1.0 5.0 14.0 10.74 1.01 151.2 W 1.0 12.0 40.0 10.74 1.00 429.5 W 1.0 6.0 32.0 10.74 1.00 344.6 S 1.0 6.0 32.0 7.73 1.01 249.4 S 1.0 5.0 19.0 7.73 1.02 150.2 228.0 2314.2 R-Value Area X WPM Points 4.2 1286.0 3.26 4192.4 11.0 208.0 1.80 374.4 1494.0 4566.8 Area X WPM = Points 18.0 5.90 106.2 Base Total: 18.0 72.0 As -Built Total: 18.0 106.2 CEILING TYPES Area X BWPM Points lUnderAtticType R-Value Area X WPM X WCM = Points Under Attic 1724.0 0.64 1103.4 19.0 1724.0 0.87 X 1.00 1499.9 Base Total: 1724.0 1103.4 As -Built Total: 1724.0 1499.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 185.0(p) -1.9 -351.5 Slab -On -Grade Edge Insulation 0.0 185.0(p 2.50 462.5 Raised 0.0 0.00 0.0 Base Total: -351.5 As -Built Total: 185.0 462.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 1724.0 -0.28 -482.7 1724.0 -0.28 -482.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 r WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , . PERMIT #: BASE AS -BUILT Winter Base Points: 5106.0 Winter As -Built Points: 8466.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8466.8 1.000 1.078 x 1.160 x 1.00) 0.438 0.950 4401.1 5106.0 0.6274 3203.5 8466.8 1.00 1.250 0.438 0.950 4401.1 EnergyGaugeT"' DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 It FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14111 3204 10256 27570 12164 4401 10495 27060 PASS EnergyGaugelm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area• .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the Perimeter, Denetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must hp mpt nr axcaarlarl by all raairlan nc 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be Provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 to ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score, the more efficient the home. I . New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family I 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1724 ft' c. N/A 7. Glass area & type a. Clear - single pane 228.0 fN - 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft' d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 185.0(p) Ilt v c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.2, 1286.0 ft' b. Frame, Wood, Adjacent R=11.0, 208.0 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1724.0 ft' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 36.0 kBtu/hr _ SEER: 12.00 Cap: 36.0 kBtu/hr ., HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is-= a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarm designation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf:edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version: FLRCSB v3.2) V RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1724 12.04.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 Project• • For. Beam I om% Design Information weather. oft do AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OFInsidedb70OFInsidedb75OFDesignTD32OFDesignof1ilyrzingeM Relative humidity 50 % Moisture difference 31 gdlb Heating Summary Sensible Cooling Equipment Load Sizing Buildirg heat loss 32992 Btuh Structure 27409 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OFDesignheatbad32992BtuhUsemfg. data n mu' plier 0.98 Infiltration Total seas. equip. load 27831 Biuh M&W Simper Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Intemal gains 1380 Btuh Ventilation 1068 Btuh Area Heatingg coolin Infiltration 2311 Btuhft2) 17Z4 172 Total latentequip. bad 4759 BtuhVolume (" 16206 16206 Air chanQesftmr 0.80 0.40 Total eq*mert bad 32590 BtuhEquiv. AVF 217 108 Heating Equipment Summary Mahe Bryant Trade Efficiency 72 HSPF F leadrxJ Heating 00 oBtuh @ 47°F Actual ling fan 1200 cfm Heating air flow factor 0.036 cfnUBtuh Cooling Equipment Summary BWt Trade 7. - La Boldlltallc values have been manually overridden 10. 24850 Btuh 10650 Btuh 35500 Btuh 1200 cffmI Bb/py0.044 d i 1 86 % PritA certified by ACCA to meet all rKpirements of Manual J 7th Ed. wreghtsoft Right -suite Residential- 5.0.64 RSR26016 2002-Apr-03 15:09:48O+CK E:\Files\Beazer 2002\FP 47\FP 47.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1724 12.04.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 16206 ft3 x 0.0167 = 217 cfm 2 Winter infiltration bad 1.1 x 217 cfm x 32 'F Writer TD = 7621 Btuh3. Winter infifation HTM 7621 Btuh / 246 ft2 Total window = 31.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infilration AVF 0.40 ach x 16206 f 3 x 0.0167 = 2 Summer infiltration bad 1.1 x 108 cfm 3. Summer infiltration HTM 2143 Btuh / 246 x 18 °F SlrrmerTD = ft2 Total window = and door area 108 cfm 2143 Btuh 8.7 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x 31 grflb moist.diff. x 108 cfm = 2311 Btuh rroceaure u - Equipment Sizing Loads 1. Sensible stung bad Sensible ventilation bad 1.1 x 50 cfm vent x 18 °F SumlwTD = 990 BbhSensiblebadforstructure (Line 19) + 27409 BtuhSumofventilationandstructurebads = 28399 Btuli Rating and temperature multiplier x Equipment bad 0.98 stung - sensible = 27831 Btuh 2 Latent sizarg bad Latent ventilation bad 0.68 x 50 cfm vent x 31 gr/Ib moistdiff. = 1068 BtuhInternalbads = 230 Bb h x 6 people + 1380 BbuhInfiltrationbadfromProcedureC + 2311 BtuhEquipmerRsinrgbad - latent = 4759 Bbuh Construclion Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Pwilout certified by ACCA b meet all requiements of Manual J 7th Ed. wrigll'1tt50ft Right -Suite Residential- 5.0.64 RSR26016 2002-Apr-03 15:09:48liP' E:\Files\Beazer 2002\FP 47\FP 47.rsr Page 1 9 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1724 12.04.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: 407-831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R den/bed 4 a n e a C n 0 d 1 1 90 1.0 1.0 3.0 5.0 54.4 32.0 0.0 kitchen a n e a C n 0 n 1 1 90 1.0 6.0 1.0 7.0 87.4 7.0 3.9 C n e a C n 0 n 1 1 90 1.0 6.0 1.0 7.0 87.4 20.0 11.0 bed 2 a n n a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 bath 2 bed 3 a n w a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 family a n w a C n 0 n 1 1 90 1.0 1.0 2.0 3.0 87.4 14.0 0.0 b n w a C n 0 n 1 1 90 1.0 1.0 5.0 7.0 87.4 40.0 0.0 bkfst m bed a n w a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 32.0 10.2 wic m bath a n s a C n 0 d 1 1 90 1.0 1.0 1.0 4.0 30.4 19.0 7.6 wrightsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Apr-03 15:09:48 ACCK E:\Files\Beazer 2002\FP 47\FP 47.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1724 12.04.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 m m 1RoomdrrnasionsNwedrwn Enlre House daibed4 kkhen bad1rvwry2Ler*ofsposedv al 185.0 ft 30.0 ft 19.0 ft 25.0 ft314.0 x 14.0 ft 13.0 x 13.0 ft 12.0 x 14.0 ft4CeingsCondtgrim9.4 It d 9.4 ft heaVccol 9.4 ft I heaVood 9.4 ftl heaticcol TYPE CF CST HTM Area Load (Bih) Am Load (Btih) Arm load (B4tn) Area toad (Btih) E)FOSURE NOT F Clg W) Htg Clg m Htg I Clg fF) Htg I Clg m Htg Clg 5 Gross a 14B 4.6 2.1 1514 66 1Exposedb13C0.0 1.2 m 0 11 11VY815andc12C291.9 0 0 0 c«» parttiors d 0.0 0.0 0 0 0 c•'^ e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 V*d)neard a 1C 37D 1 6209 32 1183 7 39 1E 591glassdoorsb8C37.0 40 1478 0 0""- 0 0 0Heatingc9C38.7 20 77 0 0""'20 774 0d0.0 0 0 0 0 0 0 0 e 0.0 0 0- 0 0- 0 0 0- f 0.0 01 0"'- 0 0"'- 0 0 0- 7 Widwand North 23.1 49 112B 0 0 1 439 1 32EglassdoorsNEMVV0.0 0 0 0 0 0 0 0 Cooing ENV 69.3 w- 10130 32 1741 1 1059 0SESVV0.0 0- 0 0 0 0- 0 0South30.4 33 100E 0 0 0 0 0Hoyt0.0 0 0 0- 0 0- 0 0 8 Olherdoas a 10D 14.7 9.9 18 179 0 0 1 295 1 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1286 5m 2548 325 1499 670 39 180 8D ll 535 230ceedb13C0.0 12 20B 243 0 0 0 95 0 ill Ili 0 122 wAsand c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0pard- d 0.0 0.0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 00 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 10 Celings a 16D 1.7 Z.2 1724 292M 383E 196 332 436 169 297 376 16E 2B5 374b0.0 0.0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 185 479E 0 0 1 492 0 674 0NW. roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 painter c 0.0 0.0 0 0 0 0 0 0 0 0 0isdispl. 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0lbws) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 k>fhation a 31.0 8.7 246 7621 2143 991 279 1394 39q 1E 496 139 13 Subtotal bs5 S+8_+11+12 B 499p 3651 Z 0 0 Less iansier 0 014DussDuctloss"" 10°/ 2999 1 10° 36E 101 m15Totalbas=13+14 3 Q 5489 4016 16 kit gars: Pegde @ 30D 6 1800 0 0 0 0 c"" 0 AppL @ 1200 2 1800 0 0 2 180D 017StbbtRSHgair7+8..+12+16 24918 3125 1" 1211Lessexternal000kg0Z000Lesstr-far 0 0 Z 0 018Ductgan101249210° 313 101 443 101 121 19 TOW RSH gart=(17+18)'PLF 1.00 27409 1.00 3430 1.00 4M 1.00 133220Airrestwed (dn) 1200 112001"'- 151 1 1461 21 103 Pti W ceftified by ACCA to meet al requirements of Manual J 7th Ed. 1 wraghtsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Apr-03 15:09:48ACZAE:\Files\Beazer 2002\FP 47\FP 47.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1724 12.04.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 1 IVYYYIrL J. / 1 Ul both bed far* bldst2LenghdaposedHer6.0 ft 25.0 ft 14.0 ft 0.0 It3RovndmaGb11.0 x 6.0 It 120 x 14.0 ft 14.0 x 13.0 It 13.0 x 11.0 ft4CeV% Corxit. Option 9.4 ft 1 9.4 ft heaNmol 9.4 It itee'1 9.4 It heall000l TYPEOF CST HTM Area Load (B1 h) Area Load w) Area Load (Bhii) Area Load (BAh) E4POSUF€ ND. Htg Clg its Hig Clft) g Htg CIg fly Hlg Clg fF) Htg CIg 5 Gross a 14B 4.6 21 56 244 132E,p-d b 13C 0.0 12 0 0 vmb and c 12C 29 1.9 0 0 0 parlbms d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 WFxbfsand a 1C 37.0 0 1 591 1 517 pglassdoorsb8C37.0 0 0 1478 0WiHgc9C38.7 0 0 0 0- 0- d0.0 0 0 0 0- 0- e 0.0 0 0 0 0- 0- f0.0 0 0 0- 0 0- 0- 7 Wrriomard North 23.1 0 0 0- 0 0 0 ggssdoorsNENW0.00 0 0- 0 0 0 0 C-WQ ENV 69.30 0 16 870 54 472D 0 SESW0.00 0 0- 0 0- 0 0 South30.4 0 0 0- 0 0- 0 0 Hoe0.0 0 0 0- 0 0- 0 c.... 0 8 Olhard. a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b10D14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.00.00 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 56 al 116 228 1052 470 78 35B 16C 0 0 eoqedb13C0.012 0 0 0 0 0 0 0 0 0 vvakandc12CZ.9 1.9 0 0 0 0 0 0 0 0 0 0 partitions d 0.00.0 0 0 0 0 0 0 0 0 0 0 e0.00.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 66 11 147 1 285 374 1 309 243 31g b0.0 0.0 0 0 0 0 0 0 0 0 0 c0.00.0 0 0 0 0 0 0 0 0 0 0 d0.00.0 0 0 0 0 0 0 0 0 0 e0.00.0 0 0 0 0 0 0 0 0 0 f0.00.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 6 1 0 674 0 1 313 0 0 0 Noh: room b 0.00.0 0 0 0 0 0 0 0 0 0 Peiwftc0.00.0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.00.0 0 0 0 0 0 0 0 0 0 forslaba0.0 0.00 0 0 0 0 0 0 0 0 0 floors) f 0.00.0 0 0 00 0 0 0 0 0 0 12 k1ftbon a 31.0 8.7 0 0 1 496 M 54 1673 471 0 0 13 Sul*WbssS+8.+11+12 31M 4M 243 LessaftnalheaWg000Lesstrardo0014Ductloss10" 1 31 100 470 1lP 24 15Tolalloss =13+14 3,0516E 16 Int. gains: People @ 30D 0 0 0 0 4 1200 1 300 Appl. @ 12D0 0 0 0 0 0 0 0 17SublotRSHg*p7+8.+12+16 283 1854 61 Lessaderrelcoatingpp00Lesstarlsfer100/ 0 0 18Dudgain25118510° 696 1(? 2 19TotalRSI- Hai-o=(17+18)'PIF 1.002B9 1A0 2D40 1A0 7651 1A0 2DAir () 21 13 124 89 18B 10 Prrlbut certified by AWA b meet all mWirements of Manuall J 7th Ed. C wrsJ"TZL5oft Right -Suite Residential- 5.0.64 RSR26016 2002-Apr-03 15:09:48 4CAE:\Files\Beazer 2002\FP 47\FP 47.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1724 12.04.01 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: 407-831-2665 Nanedroom mbed wic mbalh14GeiingsedLenglhofoposwal36.0 ft 7.0 ft 13.0 ft Roc n dotvEb 21.0 x 14.0 ft 14.0 x 7.0 ft 20.0 x 120 ft Conck Option 9.4 It 1 9.4 ft heaYbod 9.4 ft heallood TYPE CF I CST HTM Area Load W) Area Load (Btih) Area Load (Blh) Area64DOSUFEND. Htg Clg W) Htg Clg HYg Clg n Htg Clg Htg Cig 5 Gross a 14B 4.6 21 338 66 1Exposedb13C0.0 1.2 0 0 0 wars and c 12C 2.9 1.9 0 0 0 partitiors d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 W4ldansand a 1C 37.0 64 2366 0 1 702 glass doors b 8C 37.0 0 0 0- 0 0 FlBab1g c 9C 38.7 0 0 0- 0 0d0.0 0 0 0- 0 0 e 0.0 0 0 0- 0 0 f 0.0 0 0 0- 0 0 7 Wirdoesad North 23.1 10 209 0 0 8 1glassdoorsNEM0.0 0- 0 0 0 0 0 C ling EiW 69.3 32 1741 0 0 0 0SErSW0.0 0- 0 0 0 0 0soul, 30.4 m 662 0 0 11 34Horz0.0 0 0 0 0 0 0 8 Otherdoors a 10D 14.7 9.9 0 c 0 0 0 0 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 274 1264 565 66 3m 135 103 476 21exposedb13C0.0 1.2 0 c 0 0 0 0 0 0 0 waF> and c 12C 29 1.9 0 c 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 01 0 0 10 Cei*Vs a 16D 1.7 22 294 654 9B 1 218 407 534b0.0 0.0 0 0 00 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 11 Floors a 224 25.9 0.0 36 9& 0 7 181 0 13 337 0NoWroomb0.0 0.0 0 0 0 0 0 0 0 0 pairetier c 0.0 0.0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 ibors) f 0.0 0.0 0 c 0 0 0 0 0 0 0 12 Mallon a 31.01 8.7 64 1983 55B 0 0 0 1 589 166 13 Subblalb9F6+8.+11+12 700 651 2510 Less aftnalheabg 0 0 0 Less tarsw 0 0 014Durtbss10% AA 101% Im- 10 25115Totdlass =13+14 7749 71 70 16 tit gars: People @ 300 1 300 0 0 0 0 Appl. @ 1200 0- 0 0- 0 0- 0 17 SrbbtRSHS7aFt=7+8,+12+16 4688 354 1414 Less erdenrel oodrg 0 0 0 Lesslabiei 0 0 018Dudgain10°/ 469 101/ 35 10 141 ly, 19 Talal RSH gairM17+18)'PLF 1.00 5157 1.00 389 1.00 15% 2a Air required On) m 29 17 10D 61 PmW certified byACCA tD meet al requaements of Manual J 7th Ed. wF-110htsoft Right -Suite ResidentialTM 5.0.64 RSR26016 2002-Apr-03 15:09:48E:\Files\Beazer 2002\FP 47\FP 47.rsr Page 3 MwI.I have 0 nlnifum CleWonCe Of 4 Inches Cu"wnd the air handier per the State Energy code, All duct has on r=6 Insulation value. t Q) r, N IT C5 01- C Q) L) M L CU Ra tin g z0 FI) LLI > z z 0 3i.- co < 0 D of6CaCL -i U) C) 0 n MIAMI•DAOE mill -DAUB COUNTY. FLORIDA 11: rI<U-DADc FLACI.rrR I;UILD(Nc PRODUCT CONTROL NOTICE OF ACC>: PTANCr PGT Industries 1070 Technology Drive N(lkomis ,FL 34275 IIUILDI,NG CODE COMPLIANU OFFICE: AIIETRO-DADS FI.A(i1.lilt la() LL'liti'1' I t.,\Cil.lilt ti'1'Itlilil', SIJI'1'1: IGt)3 MIA,MI. FLORIO \ 33130-1563 005) 375-24)(11 r•,\X (305) 375-21ms CONI'I M71'Olt LICE.NNINC sE:c'rtON 303) 37i-2i27 FAX (305) 375.253s C(LV'1'I M"I'Olt E:NFORCE:MENT1)1\'111ON J05) 375.27661',LX (Joi) 37S•2 1ox I'llt)MIC11' ('ON.I.1101. 01L'ISION Your application file Notice of Acceptance (NUA) ol': (305) 37i-29112 FAX (30) 372• ,339 1 "x Std. Wall - Aluminum Tube Clippe(1 lvlullions under Chapter R 01'thc Code of Miami -Dade County governing the use ol'Alternate Materials and Types of Construction, and completely described herein, has been recommended fur acceptance by the Miami -DadeCountyBuildingCodeCompliance011ice (BCCO) under the conditions specified lierein. This NOA shall not be valid after the expiration date stated below. 13CCO reserves the right to secure thisProductormaterialatanytimefromaJobslteorIllanulaclurcr's plant 1'or quality control testing. if this Product or material fails to perform in the approved manner, BCCO may revolve, modily, or suspend theuseofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, if it isdeterminedby13CCOthatthisproductormaterialfailstomeettherequirementsoftheSouthFloridaBuildingCode. The expense of such testing Will be incurred by the Ilinnufacturer. ACCEPTANCE NO.: 00-0912.05 EXPIRES: O6/28/200( Raul Rodriguez Chief Product Control Division THIS IS DIE COVERS11FFT SFIi ADDITIONm, PAGES FOR SPF 1FIC AND GENFRAL CONDITIONS BUILDING Cnt)r &, I'ROnUCT 1tFVT1:V CO 1i\IITTt F. This application for Product Approval has been revie%ved by the BCCO and approved by the BuildingCodeandProductReviewCommitteetobeusedinMianli-Dade County, Florida under the conditions setforthabove. APPROV1:1): 06/28/2001 110450001\pc2000\\templates\nonce occapunce cover p-Ite.dot Francisco J. Quintana, R. A. Director Miami -Made County Building Code Compliance Office Internet mail address: Postmastcro> buildingcodcunlinc.coIli a llutncpage: htt)://www.huildingcodcunlinc.cnm CJ l'GT Industries ACCEPTANCE. No.: 00-0912.01 APPROVED JUN 2 8 2001 EXPIRES JUN -2 8 2006 NOTICE. ter ACCEI''I':1\'C1:: S PE C I F I C CON1)ITI0NS I. SCOPE 1.1 This approves a Blipped mullion system, as described in Section 2 of this Noticc of Acceptance, designed to comply with the South Florida Ottildiilg Code (Shl3C), 1994 Edition for Mianli-Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating, values indicated ill the approved drawings. 2. PIZODUCT DESCRIPTION 2. 1 The I"x Standard Wall - Aluminum """)e Clipped tllullion and its componcnts shall be constructed in strict compliance with the following doculllents: Drawing No 6620, Sheets I through 5of5, titled "I" Std. Wall Mullion Arrangement Detail", prepared by manufacturer, dated 4/23/00, signed and scaled by Robert L. Clark, P.E., bearing the Miami-Dadc County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami-Dadc CountyProductControlDivision. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3. 1 This approval applies to clippcd structural mullions to be installed vertically or horizontally, as shownintheapprovcddrawings. 3. 2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either Ix2x.125 (2 anchors) mullion or Ix4x.125 (4 anchors) mullion, see corresponding table ill approvcd drawings. 3.3 Window sizes and design pressures arc to be llllllted otlly to those appearing oil charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4. 1 The clipped Mullion system and its componcnts shall be installed in strict compliancc with the approveddrawings. 4. 2 This mullion can be installed as part of an impact resistant unit. 5. LABE.IANG5. 1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and followingstatement: "Miami-Dadc County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6. 1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, with nullion option indicated. 6. 1.2 The Notice of Acceptance of cacti door and/or fixed lite attached to tllullion. 6. 1.3 Duplicate copies of the approvcd drawings, as identified ill Section 2 of this Notice of Acceptance, clearly marked to show the componcnts selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florid; Building Code SF13C) in order to properly evaluate the installa ' n of t lis system Manu Perez, P.E. Product Co Examiner Produ ontrol Division 4 11 PGT Industries ACCEPTANCE. No.: 00-0912.05 APPROVED JUN 2 8 2001 I:xPIIIES JUN 2 8 2006 NOTICE, OFACCEPTANCE- STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled With the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acccptancc Will not be considered if: a. Tlicre has been a change in the South Florida Building Code affecting the evaluation of tliis product and the product is not in compliance With the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied With all tic requirements of this acceptance, including the correct installation of the product. d. The engineer Who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested ( through the filing of a revision application with appropriate fec) and granted by this officc. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. G. The Notice of Acccptancc number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tinic. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall be cause fur termination and removal of Acceptance. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. l: ND OF THIS .kCCE.PT kNCI: Mario Per z, P.C., Product Co trol •xanuner Produ . 0 trot Division a ANCHORS: r. 9 lYP. 801" ENOS\ M CUdwcPROOUcr WttWGPROOUCi i—w 1—I—w2 f w w - w1.w2 12) WINDOWS MUlMUIIFOLFWINDOWSTOGETHER FOR DETERMINING VAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 klAX OPENING = W OR WI +W2 MULL LENGTH = H ANCHORS: lYPE'!; _ t--w-1 HOM CLADS PROOLcr 2 i rm. M MI M . MI4N2 1) WINDOW MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = •H OR H1+H2 MULL LENGTH = W 11 cuEwc ME 9' PR001/Cr C' OR b' 00m CNOS ... PaPecr III PRRoolucr W I--4—W2 W W . w##w2 N. HMO 2) WINDOWS MULLED WZQNE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ONPAGE 5OF5 M 1) MAX OPENING - H OR H I +H2 MULL' LENGTH = W OR Wl+W2 M2) MAX OPENING = W OR W I +W2 MULL LENGTH = H1 A w 1 11 ciA2wc CIAINC wc LlllmllmlI— wI—I—I ww - w1#w2#wJ M . HIVM2 MULTIPLE WINDOWS MULLED W/ ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) iMiX OPENING = H OR H I +H2 MULL LENGTH = W OR W 1 +W2+W9 M4) MAX OPENING = Wi+W2 OR W2+W3 MULL LENGTH = HI APgimo As aowmNG %mm NEE SOUTH f jOOMA /UKCING COOP P WiRML 1 6tMlDMG 000E COYPUA/iCE OilICE A= PTANCENO 00-19I4 .OS NOTES A-ed wi< w rOut W. .: L FOR ANCHORAGE TYPE. OL4 NnTY AND LOCATION REFER TO SHEETS 2. 3 AND 5 FUT.a ov nI` P.J.P. O114/28/00 2. WINDOWS MAY BE MULLED TOGETHER. l0 A MAX. OF 5 UNITS i`- INouSTRIES ARRANGEMENT DETAIL 3. MULLIONS ARE APPROVED FOR IMPACT & NON -IMPACT my— REFERENCETESTREPORTFTL-2902. 290J AND 2975 Robert L Cs.WAL PE039712STD. WALL MULLION4. 1070K0 R J4275NO WSxnIJ4274 MULLS k,,, ,.,, lNT$ 1 3` 6520 1" GI. 1• I' 4" 2. OR 41wa/4v 4ULL ST'ACCq p oN tlpt ar Yw. O/PGYTE sofs Ctn lLw:(S Or! or (SO .5 Nor r0 YtAI GlW ID lORY 1 ' ••••••••_• &avv ( wm uwwf a5l tN MV ® — 0—) rw a8 : 1: LWTT Y ow Co wTY APHNOWIL $ Q hole /1 G. 7 FOR I' Yule i- ARAt/ur C. r 1. YtRION TYPICAL MULLION TO MULLION INSTu1 TION llPtt 1, 000 MCI, r2' OR .'1 7 11 ! X SY.S. swxfxm ON O/ N751Je SOCs W As Nor 10 PTfDT/ tllf mm j ( Trpl ( 9 ::, fi UCN DIM(ll) Sf NOW It 17 • tToo scan. (Iss/1 1 YIN. 1KN. 1I PrAn unaw wr0 P= BUCK ALL fAS,IMERSYUST K 114 K COYWY APPROVED. Sff NOTE II TYPICAL MULLION TO STR /F'T RF WITH WOOD RUCK TYPE B" NOTE' I. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEESHEET5. FOR ANCHOR LOCATIONS S££ SHEET 3. QUANTITYOFANCHORSFORMULL -TO -CLIP IS THE SAME ASTHEQUANTITYOFANCHORSFROMCLIP -TO -OPENING. 2. REFERENCE TEST REPORT FTL-1901. 2903 AND 2975 IMPORTANT• QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORSPLEASEREFERTOCHARTSANDFINDTHECORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. LC. T. 6 Y{AlRyt 1. OR 4'av IIOgO iUCK III fN. s.Y.s a- posirr Sam LSO AS KWr0 000wrmTjtrwilluCKEACNOrMI) scr / Are /1 Lim A' UPCON (2461) Y9t Ij /t/4714/tor/ MO SMV& XmOf c auKryrAmfRs NJSr YEOAo( CbtAWY APPROKO. Sfe NOR It T_Y_ ICALMULL LON TDSTRL/CTUR WITH W000 BUCK REMOVED FROM CQbK TYPF _c P.C. L 1. ARAI V Robert L Cal7ikr,1VZ PE #39712 t-2' OR 41 SIAGC(ReD oN L yoy i ovroms1on SO AS MIT ,D F .............. wrrRrrRftrlrMAc/r onaR) SEE N07e / t lTP Yw. h• uPcoN (746/) Yw. 11 P(NrmnoN wro L.. CONCR( TC ON t FAS ( RS WAYoCIr OECADETOLWrrA/POMO. SCC Nor[ /1 TYPICAL MULLION r2_5jjRVAZTLLR WLTH WOOD 811, AND nNr iYpF 'n— APPROVED AS COWLIL4 K11N /NE SOUnI Ft0AK) A8M0L4G CODE 2yadgl. At"( PT TWilmoto, BUtOWG CODE COMPINNCE officE ACCEPTANCE NO 00 - 0 9 1 z .o5- lr. tRrlw y. DNr Ft";P. J.P. INDUSTRIES CLIP & INSTALLATION DETAIL I 1 " STD. 1070 r[ CM0ao" 0MsC P.O. BOX15" mwo10S, a 34T7S AmowS. FE 3E774 WALL MULLION Muus L - NTS12.a 5 I . " 6620 A a IMPORTANT: OUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT OUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR Ix MULL MULL SIZE A' I x 2 x b l I x 4 x 8 MIN, FROM ENDS (TYP) 14 MAX. AAX 8 MIN. I" MULL CLIP I " hl P TWO (2) ANCHOR LOCATIONS _FOUR (4) ANCHOR LOCATIONSEXTRUSIONOwG / 1099 EXTRUSION OWG / 1099 218 3 J 4 --^- 3 MIN. FROM I END (TYP) LA'-J I " MULL CLIP W/TABS RE -MOVED TWO ANCHOR LOCATIONS EXTRmlom OWG / 1099 MIN. FROM I END (TYP) f1--6--f-- A A," L r( P W/TABS REMOV 0 FOUR (4)_ ANCHOR LOCATIONS EXTRUSION DWG IF 1099 PPROVEG AS cUMPLwG "Ifll FI SOUTH ft WE By PR FIOI DIVISION BUtOWr CODE COUPIANCEOFFIi 0o-oq 07 CW. 1111t: P.J.P. aI.4/2B/00 INDUSTRIES 1 MULLION CLIP ANCHOR LOCATION NOTE: Rz C e/ I. REFERENCE TEST REPORT FTL-29OZ2903 AND 2975 ji i9%/L 1 "" STD. WALL MULLION 1070 TEcruoLOGT Ow Noxows, a Jun P.O. sox 1529 AW01415, a 54274 S.'4` MULLS S. S""" NTS 3 .+ 5 0 •"">r "• 6620 1 x2x.125 _ OPENING WIDTH IN INCHES 2 Anchors I 50T 60 70 ! 80 1. 90 1 100 110 120 130 16( O 42 48 50.625 129 1 115 107 104 103 103 1 103 103 1 103 103 83 _ 73 _ 67 63 70 61 55 52 61 61 61 61 1 61 61 50 49 49 49 49 49 54 57 49 44 I 41 39 38 38 38 38 38 Z Z76 60 631 72 41_ 35 1 31 35_ 30 27 30_(— 26 23 29 27 26 25 22 21 25 25 20 1 20 25 202423 I 21 16 19 18 : 18 17 I 17 17 23 ! 20 — 17 1520T17 w J 78 84 18 15 90 1 x4x.1 Zo _ OPENING WIDTH IN INCHES 4 Anchors 50 ' 60 70 80 90 100 110 120 130160 42° 170 1 170 170 1 170 170 170 , 170 170 170 170O Z Ei 48' 5_0.625 54 T70 170 170 170 1io_(17o I t7o 170_ 170 170 170 170 170 I 170 170 170 170 170 no_ 162 134 170 .; no r 158 157 1 127 124 70 170 iio 157 122 157 122 157 12260 63 66 2 170 1 157 i 143 170 160 170 145 141 1 128 119 112 I 108 106 106 106 I 127 115 106 I 100 i 96 93 92 92 142 120 105 95 87 81 77 74 72 71L6 J 120 102 111 94 90 83 81 74 74 68 69 0 63 60 63 57 61 55 59 5378 84. 90 88 75 65 I 59 53 1 49 I 46 44 42 40 72 60 53 I 47 43 1 39 1 37 35 33 31 f 96 108 59 50 43 1 38 35 1 32 i 30 28 27 Y4 41 35 30 27 24 22 I 20 19 18 16 11 1 38 32 28 1 24 22 1 20 1 19 17PH144t7I - NOTES: I. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1S BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert LClark, P.H. P. E139712 Structural Vertical Mull Mull Length Opening Width Horizontal Mull F---] Opelingwidth lI ` I— MullJ Length Multiple Mulled Units k Mull Length I Opening Width A"ROAO/dCOMPLY cVATHTN. rJUfl L tl I 0er v a01. AM 64AD . 000ECOMINUNCEOFM: 00- 0V,_.. P. J.P. 1 " 128/00 INDUSTRIES PRESSURE CHARTS 1 " STD. WALL MULLION 1070 IEClMO[OCr ORN- P.R OOl 1.,29 1 5o4./vodd kW: sh"L. MOKOLK rL 34:75 XONOMM n 34274MULLS INTS 5 N 5 6620 V` 34 2 1 x STD.' WALL MULLS MAT'L: 6063—T6 i r4 i 8 TYP) A"ROWDASCOUPLYMvaf" i. DATE Un SOU er eMOM CODE CDMPUN+C1 0 K ACCErow[E wo 0 0- 0 4 it. a P.J.P. o.4125100 mpus RIEs PROFILES K ldwNTE: Robed t,E I" STD. WALL MULLION 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 EE•#39712 toyo rrnarococr wwt P.O. w fists i'""^""° k«.. s""' - ^ Structural NOK0&4 n Jars nau014 n J4:74 uuUS NTS 4 r 5 6620 I INSTALLATION MULLION ANCHOR ANCHOR MULLION( TYP.) BRACKET ANCHOR BRACKET - CENTRAL FLORIDA B.0. 4JgUFAC'iwMR N-4M WINDOW FRAME JAMB TYP.) STER FILE # I 8 SELF TAPPING ° SMS (TYP.) a 0 SUBSTRATE MULLION DIE NO. 1445 SECTION A -A milm 0 n v EXTERIOR ELEVATION 0"- No' GEN-0452 s !I MULLION DIE NO. 1445 INSTALLATION ANCHOR TYP.) SEE NOTES a a #2 & #3ao F•- 1-7/ 8" SECTION B—B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO- 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA, CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: — — — — DIRK JS AVRVD: — — — — DATE: 3/1 7 /02 WT T: SCALE: MAX: — — — DWG NO: HALF - GEN-0452 rrr...n— rmp ISn 01TRNATIONAL PKwr. NE^7NROw, FL01b0A 37746 PHONE 407-603-0365 vex 407-805-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1"5 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WOW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION 01445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRANSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 y t. 0 4" GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 44 '- FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCAnON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054X366 CA020122 FEB. 19, 2002 02-0217 0 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 kA 4 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16,000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 8054M CA020123 FEB. 19, 2002 02-0217 r DWG NO: MU LI ANCH BRACK WINDOW FRAME ,TAMES T fP.) STALLATION NCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A- A i MULLION ANCHOR BRACKET 4 v v a a 0 SUBSTRATE fv' JLLION D;= NO. 14=6 INSTALLATION ANCHOR T YP. ) SEE NOTES a v a o # 2 & #3 1-7/8" SECTION B- B CFENTRA , FLORIDA B. a. A. t . MANUFACTUREREXTERIORELEVATION -° NERr4L ALUM V U/t/! MASTER FIDE # 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.' SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16-' CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSTRATE USING #10 DATE SCREWS OF SUFFICIENT LTH.. TO ACHIEVE 1-3/8" MiN. EMBEDMENT INTO WOOD AREA: ---- OR": jS APRVO: ---- FP.AMING. WT/FT; ---- SCALE: HALF MAIL' ---- DWG NO. PREPARED By PRODUCT TECKnOLOGT CORP.. 250 WTERNAT,ONAL PKWT, "EATKWW. TLUKIUA Jil— -. L .-11-.1. GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 GA. A6 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55,625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 605-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 4A. Iq. FLANGE VERTICAL P.W. SIZES WDW. WTH. > WOW. HGT. V 16.000 24,000 36,000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-0366 i CA020036 JAN. 11, 02 01-1201 yy 0/ - ZZ-D''-- Dw; No: d-01 0 MULLI' ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION dCHOR YP. ) S SELF TAPPING SMS (TYP.) mu! uu" DIE NO. 1448 SECTION A- A Mum 0 11101 MULLION ANCHOR BRACKET 0 v a a a SUBSTRATE MULLION DIE NO. 1448 i INSTALLATION ANCHOR TYP.) 1 v v v ° SEE NOTES a o # 2 & #3 SECTION B-B LENTRAl EXTERIOR ELEVATION , ,4, NOTES: MASTER FE O 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' CARROLLTON; TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. VILE: FIN VERTICAL MULLION INSTALLATION DETA- EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: - - - - ORNc is APRvO - - - - 0ATE:3/1v/L— Q FRAMING. wt/Ft: ---- SCALE: HALF MATL, ---- DWG NO:GE.-C=:O PREPAPEO BT PROpuCT TECHHCLOCT CORP_ 250 'NTERNAhQNAL PXWT. PEATHROW. TlOROA 32746 PHONE 407-605-0365 FAX 407-`-:5- !44 GENERAL ALUMINUM CORPORATION FIN VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1448 S.H. SIZES WDW. WTH. > WOW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCA7 ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805MW CA020037 JAN.11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q FIN VERTICAL P.W. SIZES WDW. WTH. > WOW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 BEC JOB No. BOWEN ENGINEERING CORPORATION Joey NAME EBM26 1626 VA99M STREET' Sk[Er NO, OF ORLAP O, M 02W CALCULATED BY ... DAM i DRAWN BY DAM GPI 6r w M0.I S1LL , s.,Mb 9 @ 0Lot RS i otST Ft6 6ARIIEQ CFLA-6Lv(..Co0c LeTvaT) E9 IT7oAa e- D r'N OIJ a m • G. - MAX w/ a) /b, -r..p co.i 3 6 e A 4 E A a •H ^a f o r .. IL CE Ike 4 ao9s W 10. E S ,cs4 C ,rr-herti b1oc1 covesem 1, iao,4 &4z 1 PC- $ C^S—rt-r G2.wo) pdd 5o46AQA Pe W^P4r re4 A IA..+ e e n, N.l FvG I JQEQ R E c/ fn1 J- J v -+ G -- Ago 410— 5 . 31 ti 12D^ wPh LLD i L. v r- OR rsy i ! .T. Jl%: •• CQ O µa ' . Q' A fs i 4s . ' 0 1 t o w Mptiv ` vR.E[ -,Pre-,'. x` 4yV696 9Z00? 97, fin;' JUL-26-2002 02:52 AM P.O 4* A Ar 01 ph f MAKO % fin- RWirYerA!•dNfIN . ier! • Te: Terry felt.to- 0 ' i t` " "p w46 I o+ 3 rnunw. ,Iw* 20, :o0:74i iM 'I HURMCANE ENGINEERING & TESTING INC 40p(wr ('re+r rslfsd Pnedba reftl Aar Unbrsn &d*40 Pressure Test July 111ft 2001 REPORT M WER: IiE 14l1-1042 14Lk ilIFACTLIRIIR: Wia, Iaa. 9300 Flair Ddve, Suite 107, 81.None, CA 91731 1'I,ST LUt:RTI( Hurricanc 1i4nerirp & 7'estia.p Inc. 8392 NW 64 Seraet I ti".IL 33166 NOTMATION N0: IMTI01028 (Asli NSDADD COLN Y, FLORWA) SOCCI LISTING No,: TL - 9WA VAN i XR171rl('A1V)Nf N1JMHhK; 01-0417.01 PRODUCT; Huila* (Ham Bkxk WaglWhidow• PRODUCT DESM]F f10N; Hollow Glare Blocks Nominal Dimenfioaf ; 7 314" x 7 3/4" x 4" PRODUCT SIZE: V' wide x 72" Kish DRAWING MUM; 97.18. AI-FamM CoapwWoa, r)" 4.12.97 N0T .' M1 j1wxpt:d druwlna(1y urn 1nlrXr(dpurl gr1hta ?Vurl. DE61ONLOADS (po: +85 fad -MI. TM, WCiAIMFD By; (thu or palm!) eyed VAW, AII, PLI). (IE,m Mr, UdyPhil ipe Wm Mr, Lemaido D, 8avW,16.1. (HETI) WI "MISINO EVOINEEA: Hwarq. Medina, P.B. (MT7) photwaph, ,at to foals U32 NW eMh $he. Mleml. FwWe, Silo& phone (305) OOTILID, fex (a0e1 Sr-1013 tA4:.'AMMrr.harleene0egh0.rrphl 1 . -7 Nrrn OII • J, fl_w u h Mfg t w Tw• I- L S r rpr• ZgM+srM TO; Trrry i a1a•ap =1j M TrrwMr,.Irr ta, •oog tt!"a r '. cumarNarton Details PRODUCT: Fixed Hallow Glass Block Wall/Window D>P.IK:'Rwr[ON OF U`117 l.ltRx 72"wide : 72" Mth ae. A Sine ofVents,• Nona. tbwd MATERIAL CILA RACTZRISTICS Gh iqs mal"Wa 71IA" x 7 314,1x 4- Hallow Glow Bicolor Gbaint Afediuc Aa+0810 IMOM iflaait NtattM MMW4k9 ASTAf 317 far TypeS "Enter DAiu& cv0sinf; 72" wlda a 72" Idst1 your 1 } L OWS BLOCK aria. ems. now. wow. The Hsrieerwi joint ware ranforord wilt s I•STB" wid, kadz0vul Lddar type (d" D C. vdte atepg) Neel nppott 0151" aim. wire} aiMWll 100% aWaam ..shut was applied alone *0 oater p"unewb*%'m wood buck and alga blacks. AdA&MMLnMQChAIrMs Dkmka waw L-Ull d in a 4x10 vmdnal SYP'IZ wooed f ow. IN6T.ALLATION PERDABTERa 1•3/414v x 24/ 1x 0.03T• tldak hall tlg wag bonded to dw P-*MW slaw blookr aid anal ovwd to Ow snbstratww wits 2) 010 x 1 1/r wood SOMWI witk washem nro. Taoaioa, wp a d f. JUL-26-2002 02:52 AM P . 0-4 F +t(1Qfib Mt Ra rN et Tlw nn:1, 7oQt l i a Test Re"s L Stael Mra Tin pmum W Midpoint DMBvation 1 Lod Davadoa inoltea gat Do&otioat ietcbs 9N Ouchm) Rw4voy I) Uuratiori ao=&) Pv i*w Load Halfteat 64 0.07 MOO 1,07 IN1 lcxl 10 Doom 1.14 0.412 n.12 0.00 t(xl M 491 ocad 126 111 i9 0,41. Oft 0-06 1 94 M MOMPtKV IAW Half teat 44 n,QA c1.0 o.oa 0.00 1 Im I11 Merl 1hS 0,23 0.03 1 O.ZI 0,00 1 100 30 Tvtt L oa0 138 0.37 0.02 1 .35 0.01.1 07 1 30 un70"m Loaet I ert WO PafOMON to atcordanca With ANU 69 O-90. CONcludiwt 1to aydtatu wu twAd is acoordanoe with Protocol PA-94-202 of Miami Dads Caaoty, Plod& widwut W drAadutuh mul tool the pedwamigA r"tai mmaa a A9TM 9330-M. It alw =4 the nRuku=b of Bt>nttlm &uldins Coda wdiatt 1701.4. nm wmplo was intact at too oombsion of each test, NO h , % he ahr>'uar M1tf were nhtlatndd eating the da tgngtad aft rnarhadf which tndte t coWtancd with the Phfmw4ce requht"ank ofthe rrJillhosd apeciJwatanr. Thee rvrort dwr nvt cortstM@ cerrovadon of the spdcom"s dated, 9yed W&W Ali, Ph. D. P.B. pr4dont Hvcarn m Mediaa, m aidvnt $ngilmm ROW NO. HZT1.010042. Mp 3 90 3. ONE BY WOOD — SUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE * WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXIERI WINDOW HEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULKBYOTHERS SHIM AS REO'D SEE NOTES) INSTALLATION ANCHOR 3/16- DIA. TAPCON f SHOWN CAULK BETWEEN WOOD BUCK k MASONRY OPENING BY OTHERS t7 1 1/4' MIN. EMBEDMENT 1/4' SHIM - SPACE MAX. BUCK HEIGHT SILL STOOL BY OTHERS BUCK WIDTH 1/4' SHIM r FLANGE TYPE SPACE MAX. WINDOW FRAME JAMB ONE BY BUCK BYOTOD jC%y' •i/jL jZLtll tv.,.FLj.er f!" r' `- • i, R- 0 . tL F < %1 r EMBEDMENT v "+a kc j` ",uE& N c SHIM AS REO'0 _ A L U wl l >\I U M SEE NOTES) G CONCRETE OR MASONRY OPENING BY OTHERS d INSTALLATION ANCHOR 3/16- DIA TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK k WINDOW WIDTH MAS Y OPENING BY OTHERS EXIERICAULK BETWEEN EXTERIOR WINDOWFLANFINISHSECTION 2 WOOD BUCK BY OTHERS WINDOW WTH. A B C D E K 2 WINDOW HGT. F G H I v L/ CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH VULKEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 GrNEM- NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE iSHIM STACK TO BE 1 /4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD &JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULIQM 116 ADHESIVE CAUL( AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING 15 SHOWN. INSULATING GLASS IS ALSO OUALffIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT AM APPLIES TO THE I540 INSULATING CLASS SINGLE HUNG SERIES. 1 — wj ELEVATION VIEWED FROM EXTERIOR 01 O 2l —aL COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHART CAL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WIOTH/ HEIGHT EXTERIOR INTERIOR HEAD JAMBS SIZE12 19 1/11 X 26 99 99 9 F.G 13 19 1/1X 36 3/8 76 76 B F,G 14 19 1/6 X 50 sA 59 59 6 F.G 14+ 4 19 to X 54 6A 54 54 B F.G 14+ 5 19 1/6 X 55 3A 52 52 8 F.G 15 19 to X 63 45 45 B F,G 16 19 1 X n 40 40 F G 1HT IH3 26 t/2 X 26 26 1/2 X 36 3/9 51 51 a, 51 B 9 FG F, G IIH4 26 1/2 X 50 5/4 44 44 B F,G 1H4+4 26 1/2 X 54 GA 42 42 B F,G 1H4+5 26 1/2 X 55 5A 41 41 8 F,G 1N5 26 1/2 X 63 40 40 B F.G i H 26 t X 72 40 40 F.G 3OX3 30 1/2 X 363/4 44 44 B F,G F.G 3OX4 30t/2 X 50 5A 40 40 B 3OX4+4 30 1/2 X 54 3/5 40 40 B F,G 3OX4+5 30 1/2 X 55 6/6 40 40 B F.G F.G 30M 301/2 X 63 40 40 B 3OX6 30 40 FGHI 2 x 51 1 B F,G 23 37 X 38 3A 40 40 B F,G 24 37 X 50 SA 40 40 B F,G 24+4 37 X 54 SA 40 40 B F.G 24+5 37 X 55 SA 40 40 B F,G 25 37 X 63 40 40 B F,G,H.I 6 37 X 72 11 40 6 F H 4828 48 x 26 46 B F,G 48M 46 X 38 3A 40 40 B F.G 4850 46 X 50 SA 40 40 B F.G 464+4 46 X 54 6/6 40 40 B F,G,H.I 464+5 48 X 55 6/I 40 40 B F.G.Hd 4863 48 X 63 40 40 B F.GH.1 32 53 to X 26 45 45 B F.G 33 53 to X 38 3/6 40 40 B F.G 34 53 , A X 50 5A 40 40 B F,G.H,I 34+4 53 to X 54 5/8 40 40 B F,G.M.I 34+5 53 to X 55 SA 40 40 B F.G.H.I 35 53 1/6X 63 40 40 B F.G.H.I 36 53 1 X 72 40 40 B F HI Tim 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE OESIGN LOADS WILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSI: ACHIEVED IN TEST. 2) INSTALLATION. FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. TAPOON ANCHORS OF SUMCIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 4) INSTALL / 6 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. 5) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE AN04OR OUANTITY LISTED PITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'0. PREPAIRED BN. PRUU= TEUjNULD4T LUKV.. 2]Y 11v1C111MIM1J,ViL I—, ...- -, .Cn„xavw. W,.,v. --- r..v... ter. - ..- SHE A THIN BY CTMER CAULK B EXTERIOR F BY OTHERS PERIMETER CAULK By OTHERS FIN TYPE FRAME HE GLAZING IT . LX ItHIUH SEE NOTES FIN TYPE FRAME SILL PERIMETER CAULK — By OTHERS M8 INSTALLATION ANCHOR STREW (TYP) ExTER'OR FINISH BY C"HERS CAULK BEHIND FIN — SHEATHING BY OTHERS J L_JWVTImiF-RS NSTALLAT:CN HOR SCREW (TYP ) SHIM AS REO'D. SEE NOTES r i/4 MAX 1 SHIM SPACEI mnuvv HEIGHT 1 /4" MAX SHIM SPACE SHIM AS REO'0 SEE NOTES I" MIN. `— 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 of HE µ= 11 OE.S,GN PRESSURE CA=ACIFT OF WINDOW & INSTALLATION IS 400 PSF 2) INSTALLATION OF FIN FRAME WINDOW IN WOO FRAME OPENING WITH TWO BY WOOD 57UDS. USING 0 C99 IN, OIA NAILS. PLACE 099 NAILS 6" FROM CORNERS MAX & 8" 0 C MAX BETWEEN 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUCS. USING 08 SCREWS OF SUFFICIENT LENGTH TO PROVIOE MIN. 1 IN EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6" MAX FROM CORNERS & 24' C C MAX. BETWEEN. 4) SHIM AS REO'0_ ADJACENT TO EACH INSTALLATION ANCHOR WITm LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 I WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063, 6) USE LATEX CAULK BEHINC WINDOW FIN AT HEAD. SILL & JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) EUILD DOWN AROUNC CLRVEO PORTION OF WINDOW FRAME TO BE ENGINEERED BY OT,..ERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL - FLORII)A B. O. A. F. MANUFACTURER NAME: ap61ER.4 4-[ tJM/n//1M - MAQ1`ER FILE # 2 __— ELEVA _ ION VIEWED FROM EXTERIOR cl3--zo-cz 1/4.. MAX.. SHIM SPACE SHIM AS REO'D TWO BY FRAMING gr OTHERS FIN TYPE FRAME JAMB , F, - i i 1 IN EMBEDMENT 71 SHE ATING By OTHERS GLAZING (TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS EXTERIOR `#8 INSTALLATION ANCHOR SCREW (TYP.) WINDOW WOTH PERIMETER CAULK BY OTHERS SECTION 2 Em A CI 4 3 2 m G w LLO SALS hnv m MINN r'N/EN W for -I -,DC 1WRN • Clum . Y L----. nmNr mL moa aaN . ,- pLS L mm asSm -P. CoNmIl WON rmw ImUV. an COUNG o. OUNIK SWAGE rEa Rao uc WICIS NOW t aw,osEt tautmlR "10 POVALE N fWM Iowom S{mACL A7Nlffi'y JNNR m No laaWA twa yy r-- SM 16t0N P,fLt J Mona U 1 `` P Sam Nse[7 satao, t. G p.lY, stm 1NI.0 Me Coo-N.- a-M INAL IA[ R1MiR O " IN w O EANCsm ASSA,O TG mm JYNI M. G )1 t17A01S t>{I. O.[ N•{'A-f/ uG suEs G,L.AN17,Nr., a..m-A ImlN. I,TC) ~ -{{ TwJ ANaAi/fi0-OM .Rl[p f0 171.1 API1Ra q afj secs W sTaL aol sw LAP JOUI S" SNL a-aT{ m G1 CALM. STCCE NOW H{a SoNta 1 m 4 REYISIONs 0 OTT o) *As (2) rOR TRACK I. 1 w" ZoNf'R -Am fNIPO{, Or OaWSWLq009Af)- 7 G MCY. —. .1AC . 3) 161.1- ' NOOa ASM WM Ts) {11-!/{' nom LAC SQ11S. alaslrmnoor LOW EAsma E t POLAKL As in NOW 1a . AE{' TI. 7-1/21.12 ru MLY. SIM =ICN aN„ faLCL sNr/R1s PER am a1 s,ortT ow NOW 9 m 7 SCR,fi ty nw ., Nm ICY an 'r• YOYD{ a' t/ mOR S7lL l. ssN1171 o sM) G oAL GWr, ftE¢ [7! m G lift,,. STEEL a1R sRE oaT A 74' caaaLs r7 m{ Pa r ta•tR1[) a PER 1YC1CT. \ a 1{ wiG ur[Ni AEi ,iLw,. %9•L~if. "O" '1 t7Am i/'.Sr{orIO.N l Na+Oh CAC. ONC SN.Iu7CN ON !1L[K R• 1 a.{t ILfI aNvaa A[WSLm Y GL. s7Qt ,4ACN fASInICC 10 ,. rev. 1t1 iASfr[„[QOio Q Salllu Ni AWA.) N[N SNN: Or Coal. WIN l,Tcm roes NN K COLrLOmNa ,7 G .1A37 NO 0LCC {I,.C.L7S. r 10 ud //f. h••'+/r Lccl rnK sauv MICA. SRC pLn N'11N[aAWD) 70 r.L'n N Ias, ) N[1.L NCX"WG SOWACE ,.O i90 H.NIf m NO 7a.17 AnAtnm lD [At,. R.CIfC7 l.A S Q l!<GN. SCU7S Rr6r•. I ars. N.M OK f/.'.N{• aal Nal .) , .•.i/. srll rA/MC SCR'R PR CM No". anaa Nevc{ an lNo f/r ew aAc7s. C on ST Y Oa 9,OIr1 Srtr, 10 a4t Sin N011E{. 57REsllEHANK VESFEWELD. PC wmaMao[ # WALL 9u If[.rINY, K .uOS N .,ItR f Q"I- I.C. /.OA ms NDAM CJMaNM PC /2Y12 sasatOL1c - Lam On TRIACK C. ~ =Li00 OR 81509 W ac aPPOWI c s1wica a rEMDM DESIGN IdWS: 424.0 PSi & -24.5 a75.Oc uo. SIDE a.IN & RSrMAR,N or na fNOfOOML W TEST TOMS: +36.0 PSr 3 -37.0 P qa,W. SR¢ u ftvs no aA {OLl j aC _ W GOON. L'IN.IQIT a+a CORi G10616R11 C 1 . A,1[.. lsA Y-am SRE LOCK ENLwErs ...o .N ....,. zesoneNo-aw SIN ""T rao N[I,llay • • ... r/ _ 1ws o..,.N,s. .NLo =AL m,.ml PART NO.: Ow. ,,; ,'.. VA— sl.. LAcw " i,, i. I .f10'CTOLERANCES .,. ON 4s202 t— I\ 0 f- M, r 9 .en ' • .•- r rr•LL .t m ElmlEm Ot Fr f- y f..., • r r'r .:.a rww r . tAtS DESC.FUpTKM: MODEL GRST 1E4 16-0 : 6-0: 24/-24.5 DESIGN 000S .005 fm,TwfMCRr . r c t j 'rr"rr..w A=. t.GOI DRAWN 8T: 81p1 DATE: 4/t6/00 SCALE: NTS OWG. P. CHECKED FTT: 4NW DATE: 4/I6/OD SHEET I OF I SIZE AT I 6 ( f,- _ ' P-j-tof + - rSpL AR t)WC. NO.: 102i35 KEY. NO. I 2 11 PRODUCT PERPORmnnce ORTR HURRICANE CODE l-` fIIETRL-EDGE STEEL DOOR 10 WOOD FRRmE cams) PRODUCT CERTIFICRTIOt15HEET 0 1-- 031 4 , 2 Valid for the following side -hinged door arrangements: OPROUE DOORS - Be8'e (IOmUIRI HEIGHT: Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES: 13® 3DLi ao Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel aFri c gDo j M' 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: 11 a 0 680 Series D 129 Series 13 go 00 200 Series 1313 mD 12R, 12L, 23R, 23L, 24R, 24L Series 1313 450 Series a 1313 rvU 152 Series a ®13 D 4 149 Series OP tSS. C) 0 IMPACT A MULTI_ME—STL_WD_OP Enter Entry Systems tw oenawky aewve a avow +•ae+eT.M eele..oec.h Nnef, a.oe w reek+ ewe .wna aurge eNow eat.. J M I A M I•DADE MiANII-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 BUILDING CODE COMPLIANCE OFFICE ME'rRO,DADE FLAGLER BUILDING 140 WlS'I' FLAGLER STREET, SWIT 1603 MIAM1, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2901 UNTRUCI'Oli I.ICFNS14N(. SECTION 305) 375.2527 FIX` (305) 375.2555 CON'1'IL\CI'014 FNFORCEA NT DIVISION 305) 375-2966 FAX (305) 375.2908 11110DUCI' Co.ix,rlt01. DIVISION 305) 375-2902 FAX (305)172.6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Inswing Opaque Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County -governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.23 EXPIRES: 04/02/2006 Raul Koongucz Chief Product Control Division THIS IS TILE COVERSIIEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE R PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/05/2001 Francisco J. Quintana, R.A. Dir-ector fvliami-Dade Count Building Code Compliance Ofticc s04S000I\pc2000\\templates\notice acceptance cover page.dot Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 2001 EXPIRES April 02.2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.25 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S/E Inswing Opaque Double Residential Insulated Steel Doors with Sidelites-Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1029-EM-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active Ieaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or lobo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. 13UILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Buildinb rcial or the South Fkirida Building Code SFBC) in order to properly evaluate the installat' f hiss stem Ma el Perez, P.E. Product Co tt Examiner Pr uct Control Division j J M Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 05 2001 EXPIRES Anril_02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a,revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. 9. This Noncc of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEP ANC Manu Perez, P.E., Product Con r61 'xaminer Produ ntrol Division i PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WITH BUMPER THRESHOLD (INSWING) i KII1! 'pMINIM``U``M (M NyIMIKI(11.01 fj116, 11111NCNIK 6 . 1 1/t• MINIMUM (M1CUME"I Le v2• MAX J) 1/4• MAX 74' 3) 1/4- MAX MAX lit' 1 t' LCo4 11-.L(i SCE -011 w • MAX MAX wf MAX 5• MAX MAX M.i Is' a IS' OC 15. Oc IS' ClC Is' D.C. IS' Oc. IS O.C. IS O.C. 1—"* MAX MAX MAX MAX MAX MAX MAX MAX MAX C ir IKw wSio( i Q lil MINT( IM J.MI i l 17 v MAX Dc SPACING to, Oc. 1 l Il , U' w I 1 1 j Iw %lf(f i I _._ 1- A I7 I/ MA% OPJOr/DOOR IIo X t rrlv.S IB' DC LO 01' LOCK I511N LACK INSTIL J.MI 1 4OCSPACING I 22' X 64' 1 MAX DLO l j- B01/16' 17 1/ MA% li vnfft 4(.I .RI j 1 MAX I Dc sPAcING le• ccff.rcf l 1ofM.wa ec./Sal 11 ij 1 1 0 C SPACING jB' IOC p1(a(wto st.KI III I It I 6 Ax I if,e Ipp• MINI.aM [M Mrnzl11f1(ie iXt. 151 P 1 ,Wl D_j C_ L lLawr[ ],fR• R. To, "1 15' Oc. 15' OC. IS' OL. 15' OC. 15. O.C. IS' O.C. IS' O.C. .il lit -1-1"[..1(h(Ml wf MAX MAX MAX MAX MAX MAX MAX MAX MAX S• MAX ' MAX . S' MAX M11X M.l MAY 1/1• . 1• LONG STAPLES Cc NOTE D ATTACH ASTRAGAL THROW BOLT 8 x I' LONGSTRIKEPLATETOTHEHEADERN ALL REMAININGANDTHRESHOLDWITH110x13/4' HOLESFLATHEADSCREWS NOTES- 1) l.1000 DUCKS BY OTHERS. MUST BE ANCHORED 18 x 1 3/4" LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. FLATHEAD SCREWS 2) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. L.H. INSVING R.H. INSWING A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGALBMASONRYORCONCRETECONSTRUCTIONWHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVED ASC0161PLY114GN4THTHE STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL DNE BY WOOD BUCK. 3 ALL ANCHORING SCREWS TO BE NIO WITH M T SOUTH Fl,1jQjQA dUOING COOTE BY L-Jr' J T—JfIIl.(ut PROD CT CONTROL DIVISIONL,J BUIIDI CODE COMPLIANCE OFFICE M" I It EMBEDMLN INTO WOOD SUBSTRATE ACCEPTANCENO. r 6' PFH TAPCON$ WITH I 1/2' MINIMUM EMBEDMENT X UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY ORASONRY OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG4 ;li MUST BE INSTALLED WITH MIAMI-DADE COUNTY 10 SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED INAPPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO5THREESTAPLESPERSIDEJAMBINTOHEADERONSIDELITESACCEPTVATERINFILTRATION. AND DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON SIDELITES AND DOOR. - cI OR C"IT IOOIncA11ONS vu/o16LATEXSEALANTTOBEAPPLIEDATSIDEBYSIDEUNIIIIR(SS 01[I TIGC DC N4 P 1sJAMBSANDSIDELITES.111QUSIDIiIR[SSIl1IM11CDR.Ia'i A wooOrlclooDltOrll(ANIATIONS RAW 7 DOOR/SIDELITC HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE i DATE I IT I Corgi/ RSA. Cm aw m v/IlfUrgfCORNERSARECOPEDANDBUTTJOINED. _ l8DOORSSHALLBEPRE -PAINTED VITH A VATER-BASED EPDXY RUST INHIBITIVE PRIMER PAINT VITH A DRY FILM THICKNESS OF 0.8 TO 12 MIL. SYSTEMSPUBURENTRY - 31-1029-EM-I S TPAWES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 9111.tn(fDI VA':R-REO;.rIRLE b'MITE PRIMER VITH A DRY FILM THICKNESS OF 0.9 TO 1.2 MIL, i111S 1I 1W SHEET 1 OF 6 RFVISRRT LEVER C 1 11ikull r u 9/16' GLAZING DETAIL GLASS SITE 1/8' TEMPERED CLASS INTERm 1 Iv J W 1 IN v OTHER CONFIGURATIONS 3/•• MAX MAX 4 '\\\\i= t (..XL MAX MAX MAX AP;:i0Vf 0 ;5 : GSIPLYI.YG %MTH NE SDUrli t' t i IilIS UItSS DNI. ftC QC r{ SUN v l {ti pQW(SSIOHI,Stl0 t.1Q1 GATE BY w PaJOC c-1 ,TRc( Dn,S:a4 M Y S YS I DU ;Li : CCG: C?`: PLGt:CEGFFtcE 111 C BUD r-o r.z3 rotTve,a rir Zj!_i! till (Arts t i CDI igA.tllM •rn + 1-iD29-EM-I SHE[ T 2 (W b 8r1SDlUtlt C 0 80 11/16' MAX 1/4' SHIM MAX r- 3/4' INTERIOR 79 5/16' MAX FIN. f SECTION B-B 0 2 BY WOOD BUCK 1 3/4' 4 9/16' 1 1/4' EXTERIOR L • L V ITEM NO. DESCRIPTION PART NUMBER COMMENTS 1 WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EDUIVALENT COMPRESSION WEATHERSTRIP EM-25 LOCKSCREEN BRAND LOXSEALC R ) 3 ALUMINUM ASTRAGAL PRE14DOR BRAND OR EQUIVALENT- 5/9' ALUMINUM ASTRAGAL 4 ALUMINUM-BLN4PER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' Q TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 6STEEL SKIN 26 qt UM7 4 N 10 It DfD[B RB rtlDu IM'EsT Iml 5 cr POLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lbs./ft' 8 BOTTOM CHANNEL EM-07 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL 9O WOOD LOCK BLOCK EM-09 4' X 9 112' MTL. TO BE PINE OR EQUIVALENT t0 I STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL U HIDE STILE EM-05 PREMDOR BRAND - 1 11/16- - 30 GA STEEL 2 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE l3 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EDUIVALENT - .097 THICK (STEEL) 14 WOOD HINGE JAMB 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 1110-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR 16 110 X 2' F.H.W.S. I SCREWS MINIX JAMB INTO SIDELITE JAMB. B' ! WN DM T MAX to, U.C. THEREAFTER 10) SCREWS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOWN FROM TOP X B' O.C. THEREAFTER 6) SCREWS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOWN FROM tOP. MAX 15' OC. THEREAFTER 17 Y16, PFH IS.VAPTD4 V/MININUMKI I/i (111(mNI REFER TD ELEVATION VIEW, FOR B OF SCREWS USED AND LOCATIONS 18 110 X 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB 19 18 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 B10 X 1 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB WOOD SIDELITE JAMB EM-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EM-19 TEMPERED GLASS IN P13LYPIZOPYL NE FRAME- OC-1643 - (ODL-2: ED GLASS la SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-21 1/8' . 1' MTL. TO BE PINE OR EOUIVALENT - ITEMS ARE MOLDINGS USEI FOR 'SIDE BY SIDE JAMBS' AS MULLIONS 1 1 / 4 WOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EDUIVALENT POLYPROPYLENE LITE FRAME 1643, ODL-2 HP Polypropylene by OOL B6 X 1 1/2' PAN HEAD SCREWS 18 PER FRAMESCRIV SPACING TO 81 3' IN FROM CORKR AND NOT TO EXCEED 14. OC THERE AFTER. H SIDELITE STILES EM-26 15/16' X 1 11/16' MTL TO BE PINE OR EOIIIVALENT ni I PIN NAIL 3/4- IM MAIL, 4- IN FROM END, HAS Ir OE. IKWIER, USED ON UlID(S AND IRIA DOW SILICONE #995 z2FROVED AS CCUPLYHIG WITH THE SOU TM FL jQp Q t l ' CITE EY PRO T OXTROL DIVISION OUt_DING CODE CODE OFFICE ACCEPT;.,.'CE O0 V.23 LIXIIS LKESS NOTED, fRAC. ' DEC. AN6 MUM UtESS NORD, SID. CON1. 10L'S. B DADE COUNTY MODIFICATIONS T/n/oi JD A DDED PAGE 5 (DOOR OPTIONS) to- %i R N LIR. REVISI[NS DAI[ BT PART NW: [NfrgGy sTm W By R.S. I DAIS -,19-97 1 1 SCALE: PREMDOR ENTRY SYSTEMS131-1029 91! PIIlSBtitL, xf, KRi 66162 EM- I SHEET 3 OF 6 REVISIQ( LOUR 9 2 BY WOOD BUCK 1/4' SHIM MAX 3/4' 79 3/16" INTERIOR MAX 80 11 / 16" IMAX 2 BY WOOD BUCK SEETIHN C-C 1 1/4' EXTERIOR PLEASE SEE 'GLAZING DETAIL" DRAWING 431-1029-EM-I SHEET 2 OF 6 1 1/4" DOW SILICONE #995 APPRGVED AS CO1.)PLYIIIG VATN THE sou in Tlyf fp BUILDING CODE D:TE o 0 BY PRCGDU T C 1TROL DIVISION 6L'ILG:?iG COZE COUPLLA.N ICE m D BADE COUNTY MODIFICATIONS n1/01 A z-99 RS LIMITS UNLESS N RD, ERAC. DEC. ANC 111RUSID& UNLESS N0110, SID. [Dq. IDL'S. B AnnFn1D-1-9R RS A ADD SCREVS 1D LINE FRAK L iu1CRIAL LIST 2•IR-9)R.S. FNGINFFR:UR. REVISIONS DAIS 1Y PART NAME: NI R i T 1 DR. IT R. DAL[ 7-R,9-97MAIL SCNE PREMDUR ENTRY SYSTEMS PIIISM, KS. 66162 31-1029-EM- SHEET I 4 nF 6 REVISION LlIIER p may.• ctls nc m >rn e> .•r wtvKlr, r W at VKIi r 1)Yw 4* ac YKK vvr w at VKI... 1 I 1 LLn I • OTHER DOOR CONFIGURATIONS III 11.' plow.. w W Y W W w !• W .• w ,,,, !• w r w W m r eL •rr oc Ir nL_ r ac »' n ar pL pt r 4< r !c roc r ec 'iW 1 1 1 1 1 1 1 1 1 I 1 1 1 r v yr W n vt r. nc vKl.c oc v,cs v vrW »vrwocvKl.c o 0 oc vcrc v yr w ` rr /rr w nL vKMt Y fh[I.L r Ir vrw Ir w 1 1 1 1 1 1 1 1 W w rr. i w Irwu w nW r. :r rim iu w www r.J r w row ..• w rw rw unn XXX• • r. L.- w I 1 1 qqq 14T w OLI'V.fl.[. AL v vrw vrw C ¢ vKs r0 Il.lf' v vrw Ir vrwOLvKK nL vKK LM M— aa nG frKIK 1 1 1 1 1 I 1 1 1 1 1> rn(_(}>w!L1 rlfr. C(-(-jfwp r.. » r w w•. rW rrni fw r. xn nxn tlNlli IKESS N01I6. flic DIC ANT[ KIR im Lmiss ou. SIa [al. in APPROVED ASCW.PLYWGVATHTHE FFR: DOUT„ " ATL j:OA suuaNG cooE J M. it Dal 1-11-01 E. PUMDUR ENIRY SYSTEMS P. u ROL DMWON 91I (. jff(RSD+ GULDI COUPUANCE OFFICE PIIISM, KS 66V ACCEPT. i 0r-o314.z3 XX Al sc vKla Ir vrw nL VKML 31- 1029-EM- I SHEET 5 OF 6 RIVISIBN i(1i{R — OTHER DOOR PANEL 36" 0I Io- M A X 16" 00 0o OD ono MA x DD DD DD D BLANK TOP 6-PANEL 4-PANEL 9-PANEL 4-PANEL STYLES 110 1100 00 00 000 0o DODODD O00 QD 0000D D 000 00 ED Do D D 10- PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL 4-PANEL EYEBROW 9THER SIDELITE STYLES 36" 1 r—MAX 79 J/16" , Mp SL- 10 SL-2D SL-30 SL-60 SL-50 SL-50B on na a0 I I I I ID DD 00 DD 00 00 00 PD- 1 PD-2 PD-3 PD-4 PD-5 PD-6 U SL- 69A SL-690 00 00 PD- 1 PD-8 SL- 69C SL-25 00 6 00 00 PD- 9 PD-10 DD DD DD 0 5- PANEL 5-PANEL V/ SCROLL EYEBROW V/ SCROLL 0 SL- 55 SL-300 SL-40 SL-90A SL-900 SL-90C Rawlli IIIIIIiPD- 15 DD DD DO DD 5- PANEL 5-PANEL EYEBROV SL- 30B SL-3DC SL-70 00 00 1113 DD PD- 16 PD-17 111 = = ! i 16 d1 IA 111 1 1 iii n n u it°t 1s ` 111 I 111 i°t1 111 111 1 1 u el II II 111 ill 111 111 LLD I I u II !' ! 1 I! II :!'J 11! 111 n i11 a!i 111 111 goo 130 101 Ro oflo ooa PO- 36 PD-31 30 PO-39 PD-40 00 0 PREME 911 I. IFURSDI PD- 41 PO-42 PD-43 ^3A PO-439 PIIISB1i(,. 116 YSIEM r u 2 w OUYl io n5 = 1! 1 omo s o 0 p nub0 U uu L) l) PD- 34 <$omC, la 31- 1029-EM-I SHEET 6 0` 6 RIYISIDI Lni(R HURRICANE CODEPRODUCTPERPORMRnCEDRTR METRL-COGE STEEL DOOR In WOOD PRRME PRODUCT CERTIFICATionSHEIRT D1-0-S)q,zD &AflE— a—nws?,,(:v Valid for the following side -hinged door arrangements (Sheet I of 2): GLRZED000ns - Gv, nominAL HEIGHT. Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side L!, PI: LA x Kx0NA0 s 41 Single Door with 2 Sidelites Double Doors DOOR STYLES - 114 GLRSS: goo El El Li rp Ll f roP9 Ll Lja® o0 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLRSS: 105 Series 106. 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series 24 R/L Series MULTI -ME-STI.-WO-M-1 EntergyOEntrySystems Ow cwow&" F",em W goo*^' wyro.wnwe m6kes wK.k~L dour W4 FMWAI 60W ~ I. ~" WA r4K. PRODUCT PERFOBmBfICE OHTB METRL-EDGE STEEL DOOR in WOOD PRRME PRODUCT CERTIFICRTIun SHEET 01- 0314, U Apa — Valid for the following side -hinged door arrangements (Sheet 2 of 2): 214 GLRSS: qqS, u u 404 Series 410 Series 450 Series FULL GLRSS: y. 109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series SIBLITE STYLES: AQ. L L—JI 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L.24R,24L Series BP+,S0IS'—SC)%s' IMPACT N _FMULTI_ME_STL_WD_GLZ-2 I EntergyEntrySystems Owc , P". r M I A M I•DADE M IAIM I-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 _ Pittsburgh ,KS 66762 BUILDING CODE COMPLIANCE OFFICE mir1tO-1)ADE FLAGLER BUILDING I40 WI:5'1' 1'LAGLER ST11EE-l', SUI_rE 1603, MIAMI, FLORIDA 33130-1563 305) 375-29U1 FAX (305) 375-2903 CON'I 1W- IY)It LICENSING 11:C'I'ION 305) 375-2527 I:A.N (305) 375-255S CONTRACTOR F.NI,*UItC1-:111iN'I' DI\'ISIQV 305) 375.2966 I':\X (305) 375-290N PRODUcr CONTROL DIVISION 305) 375.2902 1'?\X (305) 172-6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8'S/E Outswing Glazed Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-031.1.20 EXPIRES: 04/02/2006 Raul Icoanguez Chief Product Control Division THIS IS TILE COVERSHEET SEE ADDITIONAL. PAGES FOR SPECIFIC AND GENERAL, CONDITIONS 131JIL.DING CODE & PRODUCT RFVIENV CO,'%1N•1ITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set lorth above. % 6 APPROVED: 06/05/2001 Frailcisco J. Quintana, R.A. Di rector tNliami-Dade Count 1uilding Code Compliance 011icc SO4S000I\pc2000\\tcrnpl.ttrti\notice acceptance comer paAcdot IL Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.22 which was issued on April 28, 000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S/E Outswing Glazed Double Residential Insulated Steel Doors 11•ith Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1028-EM-0, Sheets I through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidlites with 1/8" Glass in a Wood Frames with Bumper Threshold (Outswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami-Dadc County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active Icaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will rectuire a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami-Dadc County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Noticc of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South orida l3uildinb Codc SFBC) in order to properly evaluate the install, ion of this syste Man Klt-eontrol I Perez, P.E. Product o trol Examiner Prod Division 2 Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering docurrncnts, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. -- • 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal tlic copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists ol' pages 1, 2 and this last page 3. END Oh "PHIS ACCEPT NCE Nlanuc Pcrcz, P.E., Product Co 0 1:xamincr Produc 6ntrol Division • 3 . j PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES W/ 1/8" GLASS - IN A WOOD FRAME W/BUMPER THRESHOLD (OUTSWING) NIMINUN CM NIn2) KR I(AO t SILLTl tS) RR JM1' KIpNAI nt' KI' [A Cptf NIMIN{IN h9NCNI 148 1/ 2' MAX 37 I/• 77 1/4' 741MAX MAX MAX 1/i' S 2' LONG SUPLC$ I,.t NAXSICWICS` MAXXMAXS' MAX MAX is, OC. IS OC. IS' OC. 15' O.C. IS' O.C. IS' O.C. IS' O.C. IS' M MAX MAX MAX MAX MAX MAXI MAX MAXCO.C. 110IL X r' .Cfxv.. IN (N IN1f1K JAN 110 IN jf(N INSI9[ 1 17 I/ -MAX ii 1 JIG- OC SPACING I X C ! 1H17130. i IN SIDES i — A 3 I /16' NOKL 1.. 1C.ICI i.-. I/ MA% 18. OC. TOP Of DOOR O. „+wa bKl a-" A OC SPACING TO F f LOCK ii22' x 64 MAX OLD a I. DIM SERIES MAX 17 I/ MAX OKL IK i j ! OC SPACING IB' OC. j I j18'IOC.If i OCISIACING 6' Ax 1 1 NINIM/I [x!(p(NI1121KRAR1Sx. . (1IT. PCY JIA R C IIC,Iwi/,ii,KNGNS IS' OC. IS' O.C. 15' OC. IS' OC. is, O.C. 15' OC. IS' O.C. IS' O.C. MAX MAX MAX MAX MAX MAX MAX MAY 4' MAX—S' MAX MAX MAX +• nAt N•x I/t' + l' LONG SIAPILCS S[[ NOIC ATTACH ASTRAGAL THROW BOLT R8 x I' LONGSTRIKEPLATETOTHEHEADERINALLREMAININGANDTHRESHOLDWITHRIDx13/4• HOLESFLATHEADSCREWS NOTES l.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED 118 x 1 3/4" LONG PROPERLY TO TRANSFER LOADS THE STRUCTURE. FLATHEAD SCREWS V 2.) THE PRECEDING DRAWINGS ARE INTENDED TO \JIOUALIFYTHEFOLLOWINGINSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR R.H. OUTSVING L.H. OUTSVINGSYSTEMISANCHOREDTOAMINIMUMTWOBYWOOD OPENING ASTRAGAL B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVED AS Ci,n:rilu; ;'rlii. STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURALONEBYVOODBUCK. 31 L ANCHORING SCREWS TO BE 1110 WITH 7UM 1 1/ T SOUTH FLAT: N B IIL.PING C001i BY FLYONIllu PROOI T C N TROLDIVISION BOIL CODE COMPLIANCE 01 2EMBEDMENINTOWOODSUBSTRATEACCEPTANCEN0.0i-0-S 4.' 16' PFH TAPCONS WITH 1 1/2- MINIMUM EMBEDMENT X UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR I,.IQ MASONRY. OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG 4, UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY 10 SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT VATER INFILTRATION. ANDDOOR. THREE STAPLES PER JAMB INTO THRESHOLD ON SIDELITES AND ANDDOOR. C I oAOC CMMTY NoolriCANORS vR/o9 6LATEXSEALANTTOBEAPPLIEDATSIDEBYSIDELIXIMUILESS1010, rK f[[ . #x OpliA JAMBSANDSIDELITES. E11"1016 UUSS 10111 SIR . 111 A A00 OII(R DODI1 COWIGIIRATIONS it t11, 7. DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDED TE BASE R CORNERS ARE COPED AND BUTT JOINED. oI"t `c"I Id.I so r+xnlMl T .. iu .. 8OOGRSSHALLBEPRE -PAINTED VITH A VATER-BASED EPDXY RUST IN413111VE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PRLMDUR ENTRY SYSTEMS 31-1028-EM-0 9FRAMESSHALLBEPRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ "' E ITT W ]6? SHEET I OF VAT[R-REfUCIBLE VHITE PRIMER VITH A DQY FILM THICKNESS OF 08 TO 1.2 MIL 4CVISXB LLIf01 DESIGN A N VHERE VAIER INFILTRATION EOUIRENENT IS NEEDED R VHERE VATER INFILTRATION REOUIREIENT IS NOT NEEDED Positive i x 1/2' GLASS BITE GLAZING DETAIL SHERVIN VILLIANS 850A eEXTERIORGRADELATEXCAULK EXTERIOR INTERIOR 29 1/0' TEMPERED GLASS EXTERIOR uu i "wlivLI 1 P*I*N r• m0//i ;\\ tom: I ` ,,; :we 1., APPROVED AS COMPLYING WTH THE lP1IS ul[at SOLIiHfj)1 1 01 (;CQ( [ k [I NGIN OY PRO T C tRCL DPASIOtJ PREM 80LOiNG CODE COMPLIAtJCE OFFICE IN [, irritoplitim a [[ ACCEPT;.KF NO 0/-0'11 V.20 I-ion-EM-n SHEE[ 2 OF 6 crlsn 1[rnl C w 80 11/16' MAX 1/4" SHIM MAX r- 3/4' EXTERIOR 79 5/16' MAX SECTION B-B 2 BY WOOD BUCK 64' MAX DLO 1 1/4" INTERIOR 1 1/4" ITEM NO. DLSCRIPIIUN PART NUMBLR LUMMLNIJ 1 VOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MIL. TO BE PINE OR EOUIVALENI Q COMPRESSION VEATHERSTRIP Fm-p5 LOCKSCREEN BRAND LOXSEAL(R ) 3 ALUMINUM ASTRAGAL M- PREMDOR BRAND OR EQUIVALENT- 5/B' ALUMINUM -ASTRAGAL 4Q ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EOUIVALENT - 1/4' x 4 9/16' 5 TOP CHANNEL EM-08 JPREMDEIR BRAND - 1 11/16' - 20 GA STEEL 6 T SKIN PSI26EDU44 "20 a TMOD(IIRt QIII TES[ 19111 K IQI' 7O P Y R THAN FIJAM CQRF BASF FOAM - DENSITY 2.0 TO 2.5 lbs./Ft' BOTTOM CHANNEL EM-07 PREMDDR BRAND - 1 11/16' - 20 GA STEEL O VOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT 1D STRIKE STILE EM-06 PREMDDR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STILE EM-05 PREMDDR BRAND - 1 11/16' - 20 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 IPREmDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14 VOOD HINGE JAMB FM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT 15 NIO-24 x 1/2' F.H.M.S. 4) SCREVS PER HINGE INTO DOOR 16 110 X 2' F.H.V.$. VS MI JAMB 5 ID LIT JAMB, 8' DDVN R M MAX 10' D.C. THEREAFTER 30) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB. 4' DOVN FRDM TOPMAX8' O:C. THEREAFTER 6> SCREVS THROUH EACH SIDELITE JAMB INTO SIDELITE, 4' DDVN FROM TOP, MAX 15' UC. THEREAFTER 17 III HV V/MNINN 11/ N N3/16' PFM 1APCDNS V/MBIIIUI I IMI ENtEDNEIII REFER TO ELEVATION VIEV, FOR I OF SCREVS USED AND LOCATIONS 0 910 X 3/4' F.H.V.S. 2) SCREVS PER HINGE INTO JAMB 19 48 x 2' F.HV.$. 2) SCREVS AT EACH STRIKE PLATE LDCKSET KVIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK I 10 X 1 3/4' F.H.V.S. 2) SCREVS PER HINGE INTO JAMB VOOD SIDELITE JAMB EM-19 1 1/4' X 4 9/16' MIL. TO BE PINE OR EOUIVALENI 22' X 64' SINGLE PANEL GLASS EM-19 TEMPEREDR GLASS IN POLYPROPYLENE RARE- DC-1643 - COBL-2 SIDELITE TRIM WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT VOOD CASING EM-21 1/8' . I' MTL. TO BE PINE OR EOUIVALENT - ITEMS ARE HOLDINGS USE[ FOR 'SIDE BY SIDE .IAMBS' AS MULLIONS VOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT VOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643. ODL-2 HP Polypropylene by ODL 16 X 1 1/2' PAN HEAD SCREVS 18 PER FRAME TO EXCEED I4 DC THERE AFTER. L H AN NOT SIDELITE STILES EM-26 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT n'J PIN NAIL 3/4' LONG MAIL. 4' IN FROM END, MAX B' OC. T1[RAFTER, USED ON RLOUS AND IRIN DOW SILICONE #995 UMI I S! AM NOI EXIMIQIS: LOI(SS APPROVED AS CO.'APLYINS Vnnr1TH THE SOUTH FJYwhlDING C E W. By PREMDDR eY 911 L JEFFERS(N PaOOLK coyrayvlslcr, I)IIISM, KS. 66)62 e UILD,N OOE ANCE OFFICE ACCEPTANCER- O1GY.LO SID, COM1. T0.'S, fT Y MODIFICATIONS 31- 1028-EM-0 SHEET 3 of 6 R[ VISIIIN LOUR p 2 BY WOOD BUCK I* 1/4' SHIM MAX 3/4' 79 3/16' INTERIOR I MAX 80 11/16" MAX 10 2 BY WOOD BUCK SECTION C-C EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31-1028-EM-O SHEET 2 OF 6 DOW SILICONE 4995 APPRGYED AS COMPLYING "TH W SOUTH FL 4 WILDING CODE rz E 05 2c91 EY V;ODt _T NTROL D1Wn N OIJLDING CODE CO:dP^OFFICE ACCEPTANCE HO 0 1y•7-0 9 U I HLK llUUK LUW tLURATIONS U111. 1"11* w W • ri Y nL •Y nGw r'' ra r r• f• W IY N. Y N IY I!' nG r1 w w rW O• "' IYr r 1 1 I 1 I I I 1 1 1 Ir d— a at vKR Vj 1 1 r 1 1 t 1 I I 1 Vy. r_u Ir mr. Nrpr °G r WJ r w riL r. W Y w w rryr•• ar a'• ar/r bra• ocW 1 r ••' "i r W w w r w W W r W ru r u r N m ec r N Ir n Ir p• oc • oL m oc r nc Ir oc m NwrWW rr 1 1 1 I 1 1 1 1 1 1 1 1 1 1 Ir 1/r w st vi11. a arw nG VKIK n, 1P •r• VKRi 111u' p 'I Ir1/r W •wry O u vKR n ur w Y VKIi a ar ra a N VKR .Qr II ar w oc fM[R r. : 0 I..S. oxx r rr a• ra Y Y W Irr ). rrT vW/•r IY N IY °C IY OC >rnL a• R IY N • rr 1 1 11 IT rr R YKIK p _ OL Y•[IK 1 11.1•• I' O Ir yr rr OL V•LR rr, r•LLJ w or-lir a, Ll unu LINKS KCSS NOTED. FRAC. ' KC, ' AN6 EXIMIX UNUSS NOTED. SIP. CORI. IDt'i ArrRI . EDASC0Mr-L'nrrGVntltnIC r w> UTn Ft Rti';.t gl itlG CO E DRly PRE BV WZfA//I/O PRO ' wTROL ovislo 7 ISB BUn JDE MAPLIANCE OrPME ACC EP: O 61-01114.Z0 IR EN1RY SYSTEM 6616? Y,. w r w r a"ccS. r r sc - w 1 a ur r• N VKR 11 1/Y rr D nL VKR O 11 •/r w N YKR u l/r w atVKR 1 1 1 1 Ifr.Ulu., 1> r.LJ,jlLN. r rrrW XX X 31- 1028—EM- 0 SHEET 5 OF 6 RCVISM LEIIER 0 OTHER GLAZED DOOR PANEL/SIDELITE STYLES W/SURFACE APPLIED MUNT.INS MAX 79F/1(ToE3o Mgx o0 00 00 00 00 00 00 00 00 00 00 00 ED oo lool 1 a PD-18 PD-19 PD-20 PD-21 PO-22 PO-23 PD-24 PD-25 PD-26 PD-27 PD-28 PD-29 PD-30 PO-31 PD-32 PD-33 PO-34 000 000 060 O D D 000 0 0 4 BE] 00 ICI Boo 00o 000 0 0 130 PD-35 PD-36 PD-37 PD-38 PD-39 PD-40 PD-41 PD-42 PD-43 PD-43A PD-43B 36" I¢ M A X M x SL-10 SL-20 SL-30 SL-60 SL-50 SL-509 SL-69A SL-699 SL 69C SL-25 SL-55 SL-300 SL-40 SL-90A SL-90B SL-90C SL-30B SL-30C SL 70 SL-80 LWIS- MESS 10IE9, ERAC aC ANL EKIM96 01lESS aft Siff C41'E. Ian APPROVED AS COMPLYING VNTN THE LIR. RIYIS"s Bolt i PARI NAI(:PR[MOOR DWR OPTIONS aE +iLpg(yi bUi t/2t E NA 1 ME: HY J11r1 U/1 It ENTRY SYSTEMS 31-1028-IM-0 F.RGD' T ONTROL DtV15loN 9i1 E. 1((ERS01 SHEET 6 OF 6W000KCC..1 iii1 CE . 20 PiiiS l , KS 66762 t,.:CE N0 Of -03 / V. 2 REVISRA lI! IIR 1 Herx & Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 d 28 LI LINE BEARING DISTANCE L I N 89°54'57-W 60.00' L 2 S 89°40'49-E 60.00' LOT 24 VN rnO 0 10 o Ln M LOT 23 B GRADING 9.247 SO. FT 18.0' o o 10. 11.0' LANAI I 40.0' MODEL FP-47 ELEV. '8.0 6 D' W/ OPT. SITTING ROOM ONE STORY RESIDENCE n FIN. FL. ELEV. :61.0 u, FLOOR SLAB ELEVATION IO MUST BE 16" AS014E CROWN OF ADJAC f 0,"D UNLESS " OTHE IW,L ryPPROVE 825.37 P.C.P. r•-- CIL CITY OF SANFORD ADDRESS: 129 CALABRIA 40.0W 55.0'D 1.25.2 e 0 20.0' L2 In t] N In LOT 22 0o N / 129.09 CALABRIA SPRINGS COVE N 89° 40 49'W 954. 46 P.C,P. 50RIW) TRACT F REFERENCED BEARING ROAD d UTILITY EASEMENT SETBACKS: SITE DATA SPRINGS COVE Front. 25' Rear 45 Iv ERV10U5 SOFT. - 304' Side 75 Corner 2' 5LOTS0. FT. LEGAL DESCRPTION Lot 23. - CALABRIA COVE IMPERVIOUS AREA - 2 8 1 0 SQ. FT. according to the Plot thereof as recorded in Plot Book 60. Note: Bearinggs shown hereon are referenced to the C/L at pages8 - 1 0 of the Public Records of Seminole County. Florida. of CALABRIA SPRIJGS COVE as being N 89° 40' 49"W. FLOOD HAZARD DATA: The Parcel shown hereon Fes within Flood Zone -X. Vertical daturn is based on NGVD per Engineering according to the Flood hsuronce Rate Map Comrninity Panel Number construction Plans by Burkett Ergirleering. Inc. 120289 0040E. Doted 0 4 / 1 7 / 9 5 . Project No. 9709-31 PR 1 VATE Legend Notes: PrOpOS@C Temporary Benchmark dafurn) O/ S ORB OffsetGeneral Official RecordsBook1. ThisisaBOUNDARYSurveyperformedinthefieldonPassumedPBPlatBook2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature subsurface/aerial encroachments, if any, were located. C/L Centerh a PCC. Pant or Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. a CALL Central or ( Delta) Angle Calculated P C. P Permanent Control Point are assumed and were obtained from approved 4. Elevationsshownhereon, if any, PP CB Chord Bearing PG, Page Construction plans provided by the Client unless otherwise noted, and are shown CO Chord P.R.M. Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed C. M. Concrete Monument PA. P O. B Property Line Point of Beginning temporary Benchmark shown hereon. EL. or ELEV Elevation (Proposed) P.O.0 Pant of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) PI, Pant of Intersection Rights -of - way of record whether depicted or not on this document. No search of the FD. Fin.Ff Elev. Found Finished Floor Elevation PRC. Pant of Reverse Curvature Public Records has been made b 'this office. Y LPIron Pipe PT. Point of Tangency 6 The legal description shown hereon is as furnished by ct%en!. I.R. Iron Rod R RAD Radius Radial Line 7. Plattedandmeasureddistancesanddirectionsarethesameunlessotherwisenoted. L Arc Length RES. Residence Denotes %- iron rod with yellow plastic cap marked LB4937 cr LS3182, or I-B Licensed Business R/W Right -of -Way A"iron rod with red plastic cap marked `Witness Corner" unle`;s otherwise noted. LS Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mee N/D( N&O) Measured Nail and Disk TVP typical Denotes Permanent Reference Monument N, R. Not Radial Fence symbol (see drawing) X—X• Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal or a Florida licensed Surveyor and Mapper This survey meets the requir Is ride Minimum Technical fan ids as conteinetl ih fe 1Gf 7-6 forida Administrative Code, A Drown by: CM Checked by: DP Prepared For: BEAZER Sketch of Legal Descript ion .lob Nv.ber: 01.005.02 This is not a Survey Scale : 1'• 30' William A. Horx, P.L. S. Florida Registered La Surveyor No. 3162 Daree L. Przemientocki, P S. M. Registered S r agar and Mapper No. 6030 William R. Herx, P S.M. Registered Surveyor d Mapper No 6092 Herx 6 Associates Inc., State of Florida LB 4937 Pler p lon perforsed: 08-28.02 Fouedolion Surrey: Finol Survey: RerilfOnt . 3 4 "TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: BEAZER Job Identification: 12485C47 Address 1 CALABRIA COVE Address 2 LOT 23 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001 ANSI?PI 1 Design Loads Roof: 37 PSF Floor: Wind: 100 MPH SBC Engineer of Record Or Building Designer: HURRICANE ENGINEERING Alpine Engineered Products Design Software 5MYTH LUMBER Co. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299-9153 OA I Seal Data: 10-Sep-02 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depleted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Sid. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R1 R2 R3 R4 R5 RSA R8 R8A R7 R8 R9 R10 R11 R12 R13 R14 R15 R16 C1 CIA C2 C3 C4 h C5 E1 E2 K4 K5 28 Plus Standard Details and Placement Plan Professional Engineering Certtficate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers M SMYTH LUMBER CO. ROOF TRUSS DivisioN 2722 SouTH APOPKA BLvD. APOPKA.FL 32703 407-299-1522 FAx: 407-2999153 September 11, 2002 Job ID: CITY OF SANFORD, CALABRIA COVE, LOT 23 Re: Existing Smyth Lumber Truss Designs and the Florida Building Code — Section 1606 Existing Smyth Lumber truss designs that denote the wind loading requirements of the Standard Building Code for: 100 mph fastest -mile wind speed, minimum Residential construction Enclosed building do meet the wind loading requirements of the Florida Building Code for: 120 mph 3-second gust wind speed Residential construction (Category ll, Importance Factor =1) Enclosed building (landward of the wind-borne debris region) Exposure B Internal pressure coefficient = +/- 0.18 incerel , 9-11-02 y William M. Ranieri, PE Truss Division Engineer FL Lic. # 42704 Engineering Certificate of Authorization #9218 as Required by Florida Statutes Chapter 471.023, Board of Professional Engineers 5' M. Rp IFICq F,p'% R No. 42704 STATE OFWN 40 bof 4 3/I6' POLO TRL1S£S 12' 8' " R:A iED leas BACK T ON MOCK e V2" R4 FRAh£ WALLS FOOF 1FV3`) DI`I5ION 722 SOUTH 4.POPK4, (5L-VC.j APOPKA, FL. 32703 407) 2gcl - 1522 FAX (407) 2qq - g153 Engineering Gertrficote of Authorization # g216 NOTES rT h TFF DAX1375 RE`Xand-m TO VERFY TRL" FLAGE)%CNT FLAN AND TRDY OESGN DRAWNSS AriA" TFQD c3crrcrh APO vEgm NT@IT. amfe ,ela SEOT04 (A29 a4N/TM H*51 ArMMIEa NAE fTNT) _—__-- —_—__ SYiEDPATE ---_----_-- 2) TRUI t" MhT NOT Fk an OR ALTEREDNANYWAYWRHOVTPRIORAUTHXZATGN DY Y.KTH TRtrit (4WANY. 3) TRVS5E5 TAT ARE CVT OR ALTEREDVT1UffAVTHMzAnONWLLDEREPAIRED OR REPLACED AT U6TMM, E)F5II E 4) DACKCHAROfS OF ANYKfD WLL NOT ofCON5DETVFT}MT rRIOR REV" APO MTTU4 CO?f @eJ DY -ANTH TZIL" CAR'AA'. The Truss Engmeefs seal, when a Ged, confirms the placement of the Wss framing as d Relates b Ore Wss designs spedfic for this sUuclure. The t11 f rabased upon the review or plans, anwupa and speuOcatiorls Provided b)I thedn91 professronal. The tx"V desi r nsiof ft to faur2alof the trussb=. g'S bussan.The of of 6ro fcmpa and permanent ,Ore Qaphragm tem, shear wa®s arM s demerits b res' lateral bads from ands sersnoc is therespmsbTly of Me bt dcsian professional. AddOwl a by Ore k Idng PE sm bbttddnot be krdred to, design ba g, lerips, profiles, DET4U 0 REFER TO EB 94MIOk#,eVAT'Ohh FOR HA I-r,, NSTLLLATM AM TEWORARY Nl-- J REFER TOBY JEEKfP DRA'~, FOR r"MA INT DRA" REaR® Z) ALL TRU5SE9 MAXO Y TR-ry -) LNDER VALLEY FRAAANN MF3T M COM'LETELY DECKED OR REFER TO VA.l.EY TRL" OETALS FOR ALTERNATE PEA" RE0.FER w" 31 ALL VALLEYS TOCe (ZNVeNTOULLYFRAAfLDYDI.LOER 41 we" LOAD beam FALLS ALL ROOF iRVh HA , TO DE 11" HF571 OR V IF 9CANT-5AN TFOIA ULES9 NOTED OTFER9F£ IMP P SAG HUS26 OR TF=5 O • HFKJS26-2 OR THD26-2 9 - HWS26-2 OR THD28-2 r FUW OR THNS 1) - F(GUS26.2 OR THO4,2&2 O - FKWS2&2 OR THOH28-2 4- HGUS2" OR THDH20-3 B - SULF2/0 OR S104210LIR 47 - FKAJS16 OR TFUH48 THA422 OR MSH422 Q . THAC422 OR MSH4221F q. HUC410 OR H04101F 0. WA26 OR FUC26 FP-47 % I)T GHAFLE A°°' ELEVATION G 111 Y TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: BEAZER Job identification: 12485PO Address 1 CALABRIA COVE Address 2 LOT 123 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: Wind: 120 MPH ASCE 7-98 Engineer of Record SMYTH LUMBER CO. ROOF TRuss DnnsioN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299-9153 Or Building Designer: HURRICANE ENGINEERING Seal Date: 10Sep-02 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software - FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only ff depicted with a copy of the Truss Engineer's Ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 2 Plus Standard Details and Placement Plan Truss ID: R20 R21 Professional Engineering Certificate of Authorization 09218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers I0' 0ll F20 r No. 42704 STATE OF 10 120 3.0F7 4 3/16' TRUSSES r/ RnFim rEetS12' 8" BACK r ON max e V2' O+ FRdI. VALLS FOOF TRV'55 DIV1510N 2722 50UTH APOPKA 6LVD, APOPKA, FL. 32703 407) 2qq - 1522 FAX (407) 2qq - g153 Engineeraig Gertificate of Authorization # g216 NOTES: R a 15 TI c CL"em RZXWA7UTr TOVERFYTIMMFLAC$.@.7 FLAN MV TRU55 VCWN DRAIlYfi ASANST FeLD laQfIOPf Mo Ot" NIMT. SEGTV4 ISRR ANSVTrI 1-915 AFFROVoV NAAC CM" SRfeg —__ GATE -____ 2) TRI/}5E' AIhT ERENOTOECUTCCALTERED w ANY 'WAY 11ngR PRIOR AUTF"dATVN CY'AfYM TRU55 GOAFANY. 3) TR1155ES THAT ARE aft OR ALTEREDINHOUTAUTFMATVNWuDERE . FAREDOR RMAG® AT aMOLBT'S e#@F£ 4) VATKa.VA-, OF AM IaD ILL NOT CC O+'Xelm nnwT Fme MVCW Mc VMT@T ( 005" CY V"TT/ TO/55 COLFAW DETAIL- 5: n ff-ffTO Hf4 REUA4.EFDAnpeSFOR HAM3451 NSTYLATZK " 0 ' 0 Il TDFOFARY ORACARA R& M TO DRAINAS FOR FeMAIEW " A" REOURFD 2) ALL TC^'In NaLCM TRU55es LNMVALLEYFRALS49RUST ee wulzmy DC( v OR REI TO VALLEY TO," CETALS FOR ALTMUTE mcm Reave,64T5 3) All VALLEYS TO CE (ONvHViglALLY FFALEDCYCl;.D6T 4) NTmx LOAD mom •ells ALL " 2AKANT ITMM& tm NOTeD OTiQWFC. 1MPSOH SP 1AG 0 • MUS20 OR THD28 Q4 - MHU526.2 OR THD262 C4 • HHUS28.2 OR TM28.2 OE • HHUS48 OR TH048 HGUS26- 2 OR THOH26.2 D - HGUS28-2 OR THDH28.2 HGV52" OR THOH26.3 SUUR210 OR SKH210UR 0 - W-41S4eOR THDH48 0 - TH4422 OR MSH422 d) - THAC422 OR MSFA221F HUC410 OR H04101F The Truss Er er'sseal, wkn ar, canrarns px gacemerd of OKtruss framing as il relatesbaletrussOesipnaspedhcarIfasstructure. The truss kam*V Is based upon the Ac review of plans, drawings and spocirmadons provided by ore b AdM esign professional. E A ZER HOME 5 The bull ftde professional has Mal approval of Me truss (rim mNor truss FP- 47 ALL ELE V. placementplan. d Ore temporart and pem>anad bradng he lem. sflex woesand ekn,mus tore sissttlateral leads hom wkwanNor ar y isum rewmsbk of ftu a de sT prdessonaf. adaioonat by nee t1110dng PORGH OPTION PE design proces.sio.Inalshape Mdude, butnot be Artrited b, design ba kTgms, pnMiea, pochesand "-^' . %AL r CA. E LA VLT ID. DRAVN I 1L4255D0--YT"4/ LATNf11 - KLU IM1S UMG PHtPAHLU FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 GABLE END SUPPORTS 8" MAX RAKE OVERHANG. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W5X4 m 120 MPH WIND, 10.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 8-0-0 W3X4(A1) -- W3X4(A1) ft 1-0-o 1 0-0 Le 9-0-0 9-0-0 18-0-0 Over 2 Supports R=728 U=260 W=3.5" R=728 U=260 W=3.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO N[8-91 (HANDLING INSTALLING ANO BRACINGI. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFR IO DR., SUITE 200. MAO [SON, NI 53719). TOR SAFETY PR AC TICFS PRIOR TO'iIF1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR FABRICATING, HANOL l NG, SHIPPING. INSTALL [NG AND BRACING OF TRUSSES. THIS DESIGN CONF00.MS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL OESIGN SPECIFICATION PUBLISHED BY THE AMER (CAN F00.EST AND PAPE0. ASSOCIATION) AND TP 1. ALPINE CONNECTORS ARE MADE Of 20GA AST AGSJ GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLE$5 OTHERWISE LOCATEO ON THIS DESIGN, POSITION CONNECT00.S PER I tj4jNO"4Z704 iSTATEOF A-, j tiO R1O'F T C T C BC 8 C TOT. LD. L L D L DL L L 20 . 0 7 . 0 10. 0 0. 0 37. 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 1 0 06 4SMYTH LUMBER CO. ROOF TRUS9DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407 29g1 522 FAX: 407.2999153 DATE C 06 / 1 8 / 0 2DRW SLTUSR352 02169553 S L T - E N G WMR SEON 8033 D U R F A C . 1.2 5 F ROM M , A PROFESSIONAL. ENGINEERING DRAWINGS 1G0 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING^ RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. J U n 18 '0 2 SPACING 2 4 0 1Z485p0--FN-4/ LANAI - KZ1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W5X4- I nL3 UNu rmCrAMcu rnVn Lurlrvj cm Lnrvi LLVNUJ a v14-1—IV JZ JU U1--- U, — 120 MPH WIND, 10.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 8-0-0 W3X4(A1) % W3X4(A1) 1-04012-0 9- 0-0 9-0-0 zi 18- 0-0 Over 2 Supports R= 728 U=260 W=3.5" R=728 U=260 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD). FL BLDG CODE 0TY:4 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND 80. ACING. REFER TO HI1•91 (HANOLING INSTALLING AID BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O'OXOfR10 ON.. SUITE 200. MADISON. NI 53T19), fOR SAFETY PR ACT(CESPRI00. TOt F PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT •` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR F HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHFD BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TMA653 GRCO GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF INANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M R'7/ jj/ VF f No.42704 • 1 „ y, 1 7i * STATE OF tf Ff{L.;.. OR,Q.•"Y w T C T CBC BC TOT. L L D L DL L L LD. 20. 0 7. 0 10. 0 0. 0 37. 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 1 0 06 5 DATE 0 6 / 1 8 / 0 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUABRICATING. THAPOPKABLVD. APOPKA, FL 32703 407- Z9g1522 FAx: 407-299.9153 DRW SLTUSR352 021,69554 S L T - E N G / WMR SEON 8031 DUR. FAC. 1.25 FROM M,A PROFESSIONALENGINEERINGORAllINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE INCOMPONE MT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS PoNa SPACING 24.0° CERTIFICATEOFAUTHOMATION#921#8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. JUG 18 12485D47-- -`R1) ` TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. W3X4= 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE 4N ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REOUIREMENTS. . DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X4 E, 6 16 8-0-0 W2X4(A1) = W5X4 = W2X4(A1) I-0 1 o 0 I 5-3-11 I 9-4-10 _I_ 5-3-11 _1 20-0-0 Over Continuous Support R=80 PLF U=28 PLF W=20-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1 a OTY:1 FL 1 R Scale 3125" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 111 T C L L 20 .O PSF R E f R 3 5 2-- 5 3 5 2 I MSTITUTE. $83 O'ONOFRIO DR .. SUITE 200. "Al(SOI. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0 HE SE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF IC A ASTM A653 6R 40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNI ESS OTHERY LSE LOCATED ON iH1S DESIGN, POSITION CONNECTORS PER S ZIFI W1. 7j G J f `, n0.42704 STATE OF f• 4' lyoROTC BC BC TOT. LD. DL DL LL 7 10. 0 0. 0 37. 0 O P S F PSF PSF PSF DATE 0 6 / 0 6 / 0 2 SMYTH LUMBER CO. ROOF TRUSSDIVISION 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407- 299.1522 FAx: 407-299 9153 DRW SLTUSR352 02157129 SLT- ENG WMR SEON 26664 D U RF A C . 1.25 FROM MA PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS ORAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 CCHPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS V SPACING 24.O" CERTIFICATEOFAUTHORQATION#9218 ANSI/ TPI L COMPONENT FORANSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER JUO 06 t144L5,U41-- KC1 rota UNU FKLrAKLU rKUM wnrUltK LWrUl LLVMUa a ULr¢KaIV1131 Uoru I I w DI I-- - TOP CHORD 2x4 SP 2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP 2 ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP 3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2.5X4(A1) W5X4 m W4X6= 6 r— 1 6 8-0-0 1.15X4= W2X410 W2.5X4(A1) m 1 0-0 1-0 1, 7-3-11 _1_ 5-4-10 _i_ 7-3-11 J 20-0-0 Over 2 Supports R=802 U=350 W=8" R=802 U=350 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 3125" Ft. WARNING'" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-9I (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'OROFR10 OR.. SUITE ZOO. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M T C T C L L D L 2 0. 7.0 0 P SF P S F R E F R 3 5 2-- 5 3 5 3 DATE 0 6 / 0 6 0 2 _ SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Al atlFl:(` ir%lid vvp DRW SLTUSR352 02157130ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS OES16N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i Nc•42704 DL 10.0 PSFPRODUCTS. INC. SHALL NOT DE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 77CC1:*. S L T E NG / WM R2722SOUTHAPOPMAIBID. BUILD THE TRUSSES IN COMFORHANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 1STATE U C L L 0.0 P S FBCAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF S E 0 N 26667407-299.1 522 CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO rr} 4O RIO .'" T 0 T. L D. 37.0 P S FFAx: 407-2939153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER m"'••••••••'"• D UR F A C 1.25 FROM MADRAVINGS16aA- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTAMCE OF PROFESSIONAL ENGINEERING Iypat PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUf TAB IL TTY ANO USE OF THIS S PACING 24. 0CERfimcATEDFAUTm;p7Arom #9V8 COMPONEMi FOR ANY PARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Junn 06 ANSI(TPI t_1995 SECTION z. 1L4?M4/-- - KS) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W8 2x4 SP #2: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. W2.5X4(Al) W4X6= 145X4= W3X8= I nIJ UNu rK[rAKcu rnurn LvinrulLK Lprui LLUAu-D Of ULrLLM,1 LVMJ) OUDru, icv o, —VJJ 11. . 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE iN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. i 0-10-3 F +9 4 0 2 X 4= —I-- 8-0-0 1-0-0 I_ 9-3-11I1-4-10 /_ 5-7-11 _I_ 3-3-8 19- 7-8 Over 2 Supports R= 785 U=352 W=8" R=729 U=307 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 3125" Ft. HARMING*` TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 PSF R E F R 3 5 2-- 5 35 4IN STitU TE. 563 D'OXOFRIO DR .. SUITE 200. MADISON, W] 53119). FOR $AFE1Y PR AC7jCES PRIOR TO P E0.FORMIN6 THESE FUNCTIONS. UNLESS OTHERWI$E INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. tlfi` r. T C D L 7.0 PSF FDATE TE0 6 0 6 0 2 SMYTHLUMBERCO. DRW SLTUSR352 02157131 RooFTRU5SDM510N2722 SOUTH APOPKA BLVD. ApoPKA, FL 32703 407- z9s,5zz FAX 407-2999153 PROFESSIONAL ENGINEERING IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYI ATION FROM TN IS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TEN: OR FABRICATING, HANOLIN6. SHIDPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER IC ANFOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COXNEC TOR$ ARE MADE OF 20 GAASTM A653 6R 40 GAL Y. STEEL. EICEPT AS NOTED.. APPLYCONNECTOR$ TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NQ" 4Z%4 Q STATE OF I-(f, oR o S/ ppA`L' 8C B C TOT OL L L AD. L0 . 10. 0 0. 0 3 7.0 PSF P S F PSF FS LT - E N G / WM R O JEQN 78288 D U R . F AC . 1.25 FROM M SPACING 24.0" CERTTFICATEOFAUTHORRATN3N49218COMPONENTIFORANYSECTIOPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER Jun 06 1L4OZ)U4/-- K41 inla unu rrtcrAmcu rnvri a,VI—VICM L—Ul LLVA— a — —I — .—"' " TOP CHORD 2x4 SP 2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP 2 ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP 3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X4 T 1-10-3 9-4-0 2X4= 8-0-0 W2.5X4(A1) 1 0 O I_ 10-0-0 _I 4-4-0 I 5-3-8 _I 19-7-8 Over 2 Supports R=785 U=330 W=8" R=729 U=294 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1 d 0TY:1 FL 1 R Scale 3125" Ft. WARNING+` TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO EG ( HANDLING INSTALLING AND BRA(ING). PUBLISHED BY TPI (TRUSS PLATE TC L L 2 0. 0 P S F R E F R 3 5 2-- 5 3 5 5 MST ITU TE. 583 D'ONOFRlO DR., SUITE 200, MADISOM. WI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO[CATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED t•••••+ G'• `Flc,j•'•, /e TC DL 7.0 PSF DATE 0 6 / 0 6 / 0 2 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fGV R00FTRUSSDIVISION IMPORTANT FURNISH A COPY Of THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE EN6INEEREO f fIG.4•1%4 BC DL 10.0 PSF DRW SLTUSR352 02157132 2722 S0mm AP0PK/L BLT/D. PROOVCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND S 7i FL. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC Ll 0.0 PSF SLT-ENG WMRAPOPKA. 32703 407-299.1 522 SPEC IFICATIOR PUBLISHED BY THE AMER IC AM FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE STATE OF 6. j FAX 407-29"1 53 CONNECTORS ARE MADE Of 20GA AST AGS3 GRFO GALV. STEEL. ETCEPi AS NOSED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THI$ DESIGN. POSITION CONNECTORS PER r 4! Rom• TOT L D . 37.0 P S F S E O N 78290 D U R F A C 1.25 FROM MDRAWINGS16ATTHESEALOMTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPOMENTDESIGNSHOWN. THE SUITABILITY AMD USE OF THIS V11rA SPACING 24.0CERTIFICATEOFAUT140FVZAMN892J8COMPONENTPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PERTLFORAN y (( 0SECTIONU au5uai-- -- Kc ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. W5X4= 11—v — W2.5X4(A1) iniz uNV rMCrAncu rnUri wr,rVtLn ulrui LwnuJ a Uil-1-101-101 Ju u,. . 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIFI 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WINO PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. T 2-10-3 9-4-0 2X4= 8-0-0 1-0 0 I_ 10-0-0 _1_ 2-4-0 _1_ 7-3-8 J 19-7-8 Over 2 Supports 'I R=785 U=336 W=8" R=729 U=330 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 3125" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND Rqy T C L l 2 0.0 P S F R E F R 3 5 2-- 5 3 5 6BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPE (TRUSS PLATE I NS717UTE. S87 D'ONOFRIO OR.. SUITE 200. MADISON. NI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUMCT IONS. UNLESS OTHERWISE INO IC ATEO. TOP CHORD SHALL HAYE PROPERLY ATTACHED t IFI/•ar••'•. V •%•w+ T C D L 7. 0 P S F D A T E 0 6 0 6 0 2 SMv'rH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Nc"42704 1* IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW SLTUSR352 02157133RooFTRuSSDtvisloNPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S L T - E N G / WMR2722SOETTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND STATE OF BC L L 0.0 P S FAPOPKA. FL 32703 8RACIN6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PURL (SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPl. ALPINE q Z.- CONNECTORS ARE MADE OF 20GA AStH A65J GR00 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I TOT.IO. 37.0 PSF SEON 78292Fax40729991253EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F AC 1.25 FROM MDRAWINGSIGOA,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y A {• PROFESSIONAL EPTGIPEEERIHG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWR. THE SUITABILITY ANO USE OF T415 SPACING 24.0" CERTIFICATE OF AUTHOREEATIO04#9218 COMPONENTFOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 06 '02 ANSITENI SFCTIOPARTICULAR 1 SL4OJU4/-- - KJA) TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. W2.5X4(A1) 1 0 IM13 UWU YKCrAKeu rKum Lunrui cm iMrul LL.UMUO O VlriCnJ1 VV) JVUnIi.n eu . 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X8= W2.5X4 = W2.5X4 III 3-10-3 9-4-0 2X4= 8-0-0 Y.JAV- 19-7-8 Over 2 Supports R=785 U=320 W=8" R=729 U=341 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 3125" Ft. NARNING*` TRUSSES REDUIRE EXTRE14E CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 O'ONOFRIO DR.. SUITE 200. MADISON. Y1 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R1610 CEILING. IMPORTANT" FURNISH A COPY OF THIS DES16N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IMC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 8RACIN6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A657 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECT00.5 TO EACH FACE OF TRUSS, ANO UML ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ZIFI •, / i N0.42704 STATE OF O R110 T C T C BC BC TOT L L D L DL ILL L D . 20.0 7.0 10.0 0.0 37.0 P SF P S F PSF PSF P S F R E F R 3 5 2-- 5 3 5 7 S MYTH LUMBER CO. RooFTeussDmsloly 2722 SOUTH APOPKA BL.vD. APOPKA,FL 32703 407-299.1522 FAX: 407-299-9153 DATE 0 6 / 0 6 / 0 2 DRW SLTUSR352 02157134 SLT-ENG /WMR S E O N 78295 p UR F AC . 1.25 FROM MPROFESSIONALENGINEERINGORAIIINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN $HOMN. THE SUITABIII TY ANDUSE OF THIS FSPACING 24.0" t CERTIFlCATE OF AUTHORIZATION #94i18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION Z. Jun as 1146!)U4/-- z Kb) ` TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2.5X4(A1) I MIJ UNLI HKtHAKtU rKUPI LUMFUItK IMHUI (LUAU) d, ul MCNJly Ka) zuoriiiICU 01 .nV3a- 100 MPH WINO, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITH Hd 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. W06= W2.5X4 ill 4-10-3 9-4-0 2X4 = +8-0-0 11 I_ 11-8-0 _I_ 7-11-8 _I 19-7-8 Over 2 Supports R=785 U=328 W=8" R=729 U=336 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 3125" Ft. NARNING" TRUSSES REOUIRE EXTREME CARE 14 FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20 . 0 P S F R E F R 3 5 2-- 5 3 5 8 INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. MAOISON. W[ 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWl SE INDICATED. TOP CHORD SHALL HAYEPROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AN OR AC LNG OF TRUSSES. THIS DESIGN CO Nf OkM$ WITH APPLICABLE PR OY($IONS OF NOS (N ATjONAt DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIONI AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6S3 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER tIFI • / jJ/ jNO"4'1704y1 7C7` Q STATE OF tQ" O R14 ,.• V C V1(Nmp.,,.{..•• T C BC B C T 0 T D L DL L L L D . 7. 10. 0 0. 0 37. 0 0 P S f PSF P S F P S F DATE 0 6/ 0 6/ 0 2 SMYTH LUMBER CO" RooFTRU55DIY1310N 2722 SOEXTN APOPKA BLVD. APOPKA, FL 32703 40. 7-299-1522 FAX: 407-2999153 DRW SLTUSR352 02157135 S L T - E N G / WM R S E 0 N 78298 D U R F A C . 1 2 5 FROM M PROFESSIONALENGINEERINGOR All1:6 160 A,2. THE $EAL ON TMI$ DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EHGINEERIN6 RESOLELY FOR THE TRUSS CONPONE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 2 4 0M CEFMFICATEOFAUTFIORZAmoN #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1.199S SECTION Z. Ju n 06 1L4W)U4/-- - KbA I1-11J UWU PKtVAKtU tKUPI LUMYUItK 11VPU1 (LUAU) & UIMtNZoIVMJ) 3UDPUIICV 01 —U 0 ;Irn. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. YIJAY = W2.5X4(A1) 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. W4X6= W2.5X4 III 0 0 L. 13-8-0 _I_ 5-11-8 J 19-7-8 Over 2 Support R=785 U=328 W=8" 5-10-3 9-4-0 2X4= 8-0-0 R=729 U=324 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD d OTY:1 1 R Scale 3125" Ft. NARK{. R TRUSSES REOU (RE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. ING. INSTALLING AND BR AC iM6. REFER TO HIB .91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE PRIOR To"'[IFIPERFORHIN6THESEDFUNCTIONS. UNLESSOTHERWISEINDICATED. TOP ISON. WE I CHORD F SHALL OR F HAVEETY PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DES16N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: ON FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SP EC IF ICATEON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA AS TM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE toON TH15 DESIGN. POSITION CONNECTORS PER Irl ' A y_ RACTICES •' •"•I 4 7% ii f N0.42704 j STATE OF Q"` s t. ytE.pA R..,O AFL T CT C BC BC TOT. L L D L DL LL LD. 20. 0 7. 10. D O. O 37. 0 0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 5 3 5 9 SMYTH LUMBER CO. ROOF TRUSSDIYISION 2722 sOuTH APOPKA BLvD. APOPKA, FL 32703 407. 29gT522 FAX: 407.29991 53 DATE 0 6/ 0 6/ 0 2 DRW SLTUSR352 02b51136 SLT- ENG 4JMR SEON - 78300 D U R F A C . 1 . 2 5 F R O h1AA MPROFESSIONALENGINEERINGORAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS tl SPACING 24.0 CERTIFICATEOFAUTmommATION #9218 COMPONENTANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CTION 2. Jun 06 144C37U4l-- - n/1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER OUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.13 to 54 PLF at 20.33 BC From 4 PLF at -1.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 13.67 BC From 65 PLF at 13.67 to 65 PLF at 20.04 BC From 20 PLF at 20.04 to 20 PLF at 20.33 BC 70 LB Conc. Load at 3.38 BC 50 LB Conc. Load at 5.03 BC 90 LB Conc. Load at 5.83, 8.17 BC 40 LB Conc. Load at 10.27 W6X60 145X4 = W4X6 3.87 r 6 W2X4III W3X8= W2.5X4 W2.5X4(A1) - nLO UNU n-n r i « ., , . ,..,,. ..... .. ... ... LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED BY TRUSS FABRICATOR' 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE LN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W6X64 W5X5ft 1 3.87 1 6 W5X4= W2,51 X4 W3X10= 142X4 M W2. 5X4 (R) III 1-- 0y1 r. 13-8-0 _I I 3-1-13 1_ 2-8-2 I 2-4-2 I 2-8-2 I1-3 SI. 8-2-8 _I 20- 4-0 Over 3 Supports 'I R= 705 U=355 W=8" R=1230 U=619 W=8" R=258 U=180 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND WARNING" TO HIS-91 (HANDLING lNSTALLfMG ANO BRACING). PUBLISHED DY TPI (TRUSS PLATE R''/ T C L L 2 0. 0 P S F R E F R 3 5 2 INSTITUTE. 583 O'ONOFRIO OR.. SUITE 200, MAD ISON, MI 51It9). FOR SAf EiY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALt HAYE PROPERLY ATTACHED a IFI -•. V T C D L 7.0 P S F DATE 0 6/ 0 6/ 0 2 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI610 CEILING. DRW SLTUSR352 02157137 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 11 G i No.42704 BC DL 10.0 PSF ROOFTRUSSDIYISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT- ENG WMR 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND Sy n f STATEOFBC LL 0.0 PSF APOPKA,FL 32703 BRACIN6 Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS ft S E 0 N 21523 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE k ' C Rt0 T 0 T. L D. 37.0 P S F FAT(: 407-299tJ 153 CONNECTORS ARE MADE OF 206A ASTM A657 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONXEC TORS PER I:A••. cc •"^"•`'• p U R F AC 1.25 FROM M A DRAWINGS160A- Z.THE SEAL ON THIS DRAWIX6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERTNG yP_ PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOHPONENTOESiGNSHOWN. THE SUIIAOILI I AND USE OF THIS SPACING S E E ABOVE CERTIFICATE OFAUTHORIZATION #9216 COHPONENi FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 06 ' 01 ANST)TPI 1 1995 SECTION 2. 1146!)U47-- - KZS I MIJ UNU FKtrAMtU rKVPI LVPIrVItK I"YUI LLVAUJ a vinci'jI -- I , — — ,,—., TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. W2.5X4 - 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. N AI — It°;1E 13-8-0 _I I 7-0-0 I 3-1-8 I 10-1-8 _I T 2-3-7 9-4-0 20-3-0 Over 3 Supports J R=530 U=272 W=8" R=892 U=364 W=8" R=138 U=180 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 3125" Ft. WARMING`. TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. THESE D UNCTION OR., SUIUNLESS O HER SE INDI Ti TOP C). FOR SAFETY PRACTICES PRIOR TO7., PERF ORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`• FURNISHTA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL N07 BE RESPDMSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY FAILURE TO L:/ Rqy X!!- t I j No.42704 T C TC BC L L DL DL 20 . 7. 0 Y 10.0 0 P S F PSF PSF R E F R 3 5 2 - 5 3 61 DATE 06/06/02 SMYTH LUMBER CO. ROOFTRU55DiY1510N DRW SLTUSR•352 02157138 SLT- ENG WMR 2722SOUTHAPCPK/A BLvD. APOPKA. FL. 32703 8UIL0 THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING. HANDLING. SH IPP IN6. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ij STATE OF Q" 8C LL 0.0 PSF SEON 21525 407-299-I522 FAX 407- 299.91 53 SPECIFICATION PUBLISHED BY THE ANERICAN FOREST ANp PAPER ASSOCIATION) AND TPI. ALPINE CONMECTOR$ ARE NA DE OF ZOGA AST14A653 GR4.0 GALY. STEEL. ESCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 A P V VR O,' TOT.LD. 37.0 PSF D U R F A C . 1 .2 5 FROM M A PFLOFFSSIONAL ENGINEERING DRAWINGS160A, Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS PoIIYpLE SPACING 2 4 0 CERTIFICATE OFAuTmoRgATION #92t8COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI)TPI 1- 1995 SECTION 2. Jun 06 '02 1142f5U4/-- - Ky) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. W5X4 l n1J unu rMCrAMCu rMum 1.unrui CR Lnrui LLVMUJ a UL1i 110LVn ) au lII I L U . .,. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG. LOCATED ANYWHERE FN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2.5X4 W2. 5X4 (R) III 3-3-7 9-4-0 W2X4(A1) W5X4= W2X4III kyle 14-2-13 ' I_ 5-10-8 I 14-4-8 J 20-3-0 Over 3 Supports BIN1 R=558 U=277 W=8" R=886 U=348 W=11.314"R=117 U=180 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 3125" Ft. WARN ING•* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ O'ONOFRIO OR., SUITE 100. HAOISON, NI 5J119). FOR SAFETY PRACTICES PR101TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO LC ATED. TOP CN0R0 SHALL MAY E PROPERLY ATTACHED A_ IFI ,. TC TC L L D L 2 0. 7 . 0 0 P S F P S F R E F R 3 5 2-- 5 3 62 DATE 0 6 / 0 6 / 0 2 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 02157139 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 No" 42704 ;1 BC DL 10.0 PSF RoaFTRUSSDrvISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S L T - E N G WM R 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND$ DESIGN n STAiE OF # I,7CL L 0 . 0 PSF FAPOPKA, FL 32703 407-• I9g1 522 BRACING ( NATIONAL SPECIFICATION FUBLISHED BY THE AHER )CAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT. L D 37.0 P S F S E 0 N 21527 FAX 407-299.9153 CONNECTORS ARE MADE OF 10GA ASTH A65J GR<D GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO""' EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOR$ PER n•'" D U RF A C 1 5 FROM M A DRAWINGS160A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING iilYaLE PROFESSIONALENGiNEERTNGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITA81LITY AND USE OF THIS 2 SPACING 2 4.0 CEFMFiCATEOFAUTHORaATLONA9218COMPONENTFORANYPARTICULARBUILDINGE5THERESPONSIBILITYOFTHEBUILOIN6DESIGNER. PER J U n 06 'U ANSI/TPI 1-1995 SECTION 1. 144Z9JU4/-- - K1U) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. W4X6= I M13 UMU rK[rAKC.0 rKUM 1, V19YVICM urrvi LVJNU3 n Uiric nZIiv"a7 avv . I LIJ U, I , I.. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W2X4 III W3X6 III I.L. JAY 1r\1/ 1'd-0 I_ 6-0-0 _I_ 14-7-0 _1 3-4-3 9-4-0 VE 20-7-0 Over 2 Supports 'I R=837 U=363 W=8" R=748 U=329 W=3" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 3125" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 O'ONOFRIO OR.. SUITE ZOO. NADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO ERFORM(NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP fHORO SHAH HAVE PROPERLY ATTACHEDPE Q IFIc/• f (J" 'T%; T C TC L L DL 20 . 7.0 0 P S F P S F R E F R 3 5 2 DATE 0 6 / 0 6 / 0 2 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4 DRW SLTUSR352 021571d0ROOFTRUSSDIVISIONIMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED tri No.42704 • sl ouC DL 10./0 PSFPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 17C 7C S L T - E N G WM R2722SDVTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND liSTATEOF p ! L L 0 V PSFFUl. APOPKA. FL 32703 407.299 1 522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERIC AN FOREST ANO PAPER ASSOCIATION) AND TP1. ALPINE S, FAX: 407-2999153 CONNECTORS ARE MADE OF ZOGA ASTN A659 GR'0 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R Q/ TOT L D . 37.0 P S F S E O N 78302 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING rc bPP__ D IIR F A.0 1.25 F R0 M MPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS SPACING 24. 0CERTIFICATEOFALITNOgUAT1ON *92,18 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER JU n 06 ' 0ANSI/TPI 1-1995 SECTION Z. I I 12485D47-- -'R11) - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X6 m W2.5X4 = W5X4 = W3X6 2 4-3 ri 9-4-0 fmi 4J2X4 III W5X4= W3X10= 4 W2X4 fliW3X4(A1) 1-D o 1_ 4-0-0 I 16-7-0 J Ile 20-7-0 Over 2 Supports R=837 U=371 W=8" R=748 U=322 W=3" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 3125" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALL IN6 AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC L L 2 d. d P S F R E F R 3 5 2-- 5 3 6 4 INSTITUTE. 563 D'ONOFR IO DR.. SUITE 200. MAO ISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0 HERMISE INDICATE(). TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO IFi ETA CfG (o- No.42704 1 TC D L BC DL 7.0 10.0 P S F PSF DATE 0 6/ 0 6/ 0 2 SMYTH LUMBER CO. RooFTRU55DMS10N DRW SLTUSR352 02157141 S L T - E N G WM R2722SOUTHAPOPKABLvD. APOPKA, FL. 32703 407-299-1 5522 FAX 407-29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERll AM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HADE OF 20GA ASTM A653 GR 40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER'"••`••', i1 7 STATE OF 4j t1jV, Q RIO B C L L T 0 T . L D . d . 37.0 d P S F P S F S E 0 N 78304 D U R . F AC . 1 .2 5 FROM MPROFESSIONALENGINEERINGDRAWINGS160AZ. THE SE AI ON THIS ORAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERINGA R ESPOMSIBILITY SOLEIY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 2 4 0CERTTFlCATEOFAUTNORRATION #9218 COMPONENT1FOR ANYNSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 06 1L4[15U4/-- - K1L IHI1 i UNU FKtrAHtU rHUPI LUrIVLIItM IMrUI LLVAUJ d UlricnaLIJO•JJ of I-- —'- TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. SHIM ALL SUPPORTS TO SOLID BEARING. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND LJ240 TOTAL LOAD. W5X8= W2X4111 W5X6= INW2X4 W5X510 A) W5X5 6 r (A) —T 6 A) 1-4- 3 W5X8 = W2.5X4 = 1-4-0L 8-0-0 W3X6(F1) 1IIW2X4t W5X5= W5X4 = W2.5X4 e W3X6(Al) W2. 5X4 1- 0-0 20-6-8 _I a I_ 14-6-8 _1_ 10-1 0 14-6-8 11- 4-13 T 8-11-11 19-7-8 40- 0-0 Over 3 Supports J R= 765 U=399 W=8" R=1607 U=502 W=4" R=711 U=468 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 1875" Ft. WARNING•` TRUSSES IEOUIRE EXTREME CARE IN FABRICATION, HANOLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PU8LISHEO BY TPI (TRUSS PLATE p_ IQ',/- T C L L 2 . 0 P S F R E F R 3 5 2-- 5 3 6 5 INSTITUTE. 587 D'ONOf0.IO OR., SUITE 200. MADISON. WI 117.9}. FOR SAFETY PRACTICES PRIOR TO PERF ORNINGTHESE FUNCTIONS. N$. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PR OPERLV ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPER LV Ai1AfHE0 RIGID CEILING. IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO t SIFI : jG :. i N0.42704 J- T C D L BC OL 7. 10. 0 0 P S F PSF DATE 0 6/ 0 6/ 0 2 SMYTH LUMBER CO" ROOF TRUSS DIVISION DRW SLTUSR352 02157142 S L T - E N G WM R 2722SOUTHAPOPKABLvD. APOPKA, FL 32703 407299- 1522' FAX: 407- 299.91 53 BUILD THE TRUSSES IN CONFORMANCE WITHTPI: OR FABRICATING. HANOLING, SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN PEC"Tl T[ON PUBLISHED BY THE AMER ICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE WADE OF 20GA AS TN A6576R<0 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE$IGN. POSITION CONNECTORS PER 7 STATE OF t S O RtO O w••••{•'•c" B C L L TOT. AD. 0 . 37. 0 0 P S F PSF SEQN 78308 D U R . F A C . 1.2 5 F R 0 MM PROFESSIONAL ENGINEERINGORhWIN6S I60 A,2. SHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUS5 COMPONENT 0ESf 6N SHOWN. THE SUITABILITY NO USE OF THIS Ai • SPACING 2 4. 0" CERTwicATE OFAITTHOgszA-n47P1 A9V 8. rOMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TP. /" SECTION 2. JunO6 ' 1L4C57U4/-- K13J 1 n I I u"u —I-- ,- ii — I. L- n —, ...,T —.... ..— ... ......... ...... TOP CHORD 2x4 SP 2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP 2 10.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP 3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC- DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X8= W5X6 = W2X4 III W5X5 0 W5X5 6 r W2.5X 6 W2X4# 1-10 3 W5X8= W2X4 m 1 4 +8-0-0 W2X4 01 W2. 5X4 - W5X5 = W3X6 (A1) _ W3X6(F1) W2.5X410 — W2X4 III W3X4 1 0 o J W2.5X4 = a45- 20-6-8 I_ 16-7-4 _1_ 6-9-8 _1_ 16-7-4 J 13-5-9 26-6-7 40-0-0 Over 3 Supports R=717 U=401 W=8" R=1695 U=478 W=4" R=672 U=476 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1 OTY:1 FL 1 R Scale 1875" Ft. WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLIN6 AND BRACING). PUBLISHED BY TPI (TRUSS PLATE EO. T C L L 20.0 P S F R E F R 3 5 2-- 5 3 6 6 INSTITUTE. SBJ D'ONOfAIO 00... SU [TE 200. MAD ISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO P ERFORNi N6 THETE FUNCTIONS. UNLESS O7HEP.YISE INDICATED. 70P CHORD $HkLL HAVE PRODERLY ATTACHED STRUCTURAL PANELS. BO L70M CH0R0 SHALL HAVE A D0.0PERLY ATTACHED WI6ID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ROS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ANERICAN FOREST AND PAPER ASSOCIATION} AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 ONLY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER tIFI'• ti` •% Nc.442704 j STATE OF Q" PORQ T C BC pBC T 0 T, D L DL LL L D, 7.0 10.0 0.0 37.0 P S F PSF PSF P S F DATE 0 6 / 0 6 / O Z SMYTH LUMBER CO. ROOF TRUSSDIV151om 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299./522 FAX 407-29991 53 DRW SLTUSR352 02157143 SLT-ENG WMR S E O N 78315 DUR FAC . 1.25 FROM MPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPOMS lB IL ITV $OL ELY FOR THE TRUSS CONPOME MT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS bNAtE SPACING 24.0" CERTIFICATE OF AUTHORRATION#9218 ANSI1 COMPONENTBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FORANSECTIONJun06 1L4O3U4/-- K14) mia VALT rncrAncu rnVn UU rV, Ln Lr U. k1 n 1 a „ II I ••• I "^^- TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X6 W5X8m W2X4 Of W2X4 Of W5X5,4 W5X5iO b r ) A) W2X4 # A) A 2-2-5 3 J- W2X4 If W5X8= 1 4oil +8-0-0 W3X6(F1) = W2X4 Of W2. 5X4 = W3X8= W5X5W3X6 ( A1) W5X4 = 1- 0-0— lo 0 20- 6-8 8- 7-4 2 9 8 18-7-4 14- 9-4 5-7-4 19-7-8 if 40- 0-0 Over 3 Supports — R= 710 U=383 W=8' R=1736 U=531 W=4" R=638 U=502 W=8' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING- TRUSSES TRUSSESREOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I MSi1TUTE. THESE D' ONOFRIO DR., SU IiE 200. HAO ISON, NI 537191. f00. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ENO I CATER, TOP CHORD SHALL HAVE PROPERLY ATTACHED R'' 7/ y 9 T C T C L L DI L. 2 0.0 7 0 P S F P S F R E F R 3 5 2-- 5 3 6 7 DATE 0 6 / 0 6 / 0 2 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 I f4it :• ORW SLTUSR352 02157144 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F No.42704 •f BC DL 10.0 PSF ROOFTRussDrvrsroNSILANYDEVIATIONFROMANYFAILURETOSLT ENG /WMR 2722SOUTHAPOPKABLvD. BUILDC THETRUSSI SAIN CONFORMANCEOWITHTPI: OR FABRICATING. HANDLINGS SHIPPING. INSTAL L INGAND 71 _ i t tSBCLL D.D PSF APOPKA,FL32703407.299• t522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIE IC ATION PUBLISHED BY SHE AMER ICA% FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STAT OF VVVV < pp Opt1TOT.LD. PSF SEON 78318 FAX 407-299.91 53 CONNECTORS ARE MADE OF Y06A AST STEEL, A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 37.0 OUR. F A C 1 25 FROM M 4 DRAWINGS L60 A- Z.THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IVAt PROFESSIONAL ENGINEERING RESP0NSIBiLITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS SPACING 24 0 CERTIFICATE OF AUTHOH[ZATON:792J 8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE. BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. Jun O 6 1Z4OJU4/-- - K1J TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP ##2 :B1, B3 2x4 SP ##1 Dense: WEBS 2x4 SP ##3 GABLE END SUPPORTS 8' MAX RAKE OVERHANG. SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X6= InIJ unu rncrAncv rnVrl uvrlruicn Inrv1 (LVnUJ a — 1n "' "' 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE TN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0,13" DUF TO DEAD LOAD. A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. W3X6(F1)00 W3X4 f W2.5X4 = W2.5X4 = W5X5= W3X6(A1) 1-0-0 1-0-0 a d E 2 0- 0- 0 T 1E rC 2 0- 0- 0 01ff9-10-0 6-8-0 3-6-0 TT 3-6-0 16-6-0 iqE 40-0-0 Over 2 Supports R=414 U=259 W=8" R=89 PLF U=28 PLF W=30-2-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 1875" Ft. WARNING•• TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., SUITE 200. NAOISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE lNO ICATED. TOP CHORD SHALL MAY PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t1FI/t' j V •' T C T C L L DL 20 .0 7. 0 P S F P S F R E F R 3 5 2-- 5 3 6 8 SMYTH LUMBER CO. DATE 6 D 6 0 2 DRW SLTUSR352 02157145ROOFTRU55DIVISION 2722 SOUTH APOPKA BLW. APOPKA. FL 32703 407-299.1522 FAX 407-2999153 IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATIN6. HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA AST N A653 GR40 GALV. STEEL. E.ICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OESI6M. POS[TION CONNECTORS PER 7k= N0.42704 * STATE OF Q,' Rio BC pBC TOT.LD. DL LL 10.0. 0.0 37.0 PSF PSF PSF SLT-ENG WMR SEON - 78328 D U R F AC . 1 .25 FROM MPROFESSIONALENGINEERING DRAWINGS 160 A- Z.THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AIALE SPACING 2 4 0CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANST(TPI 1-1995 SECTION 2. Jun 06 ' 02 1Z4255U4/-- Klb) IMIJ UNtr rM[rAKCu rMun 6VMrUfC11 1nrUl LLuIuo .. •. TOP CHORD 2x4 SP 2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP 1 Dense :B2, B3 2x4 SP #2: ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP 3 CALCULATED HORIZONTAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND 0.31' DUE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TO DEAD LOAD. W5X6= 8-0-0 W4X8(F1) ga W4X8(F1) ft 1-0-0 1-0-0d 20-0-0 20-0-0 40-0-0 Over 2 Supports R=1542 U=618 W=8" R=1542 U=618 W=8" PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD 0TY:17 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REOU[RE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BR AC INN. REFER TO HIB-91 (HANOLIN6 INSTALLING AND 8RAC ING), PUBLISHED BY TPI (TRUSS PLATE N$T(TUTE. 58J D•ONOFRIO OR., SUITE 100. NAD [$OM, NI 53T 191. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE . FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`• FURNISH A COPY OF THIS DES16N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APICkB LE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAOE OF TUNA AST N A653 SE00 GALE. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I' THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE€RING RE SPONSIB(L(TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU [TA91LITY ANO USE OF THIS mat lfl. i 7ttM/i N0.42704 •* 7Ji„ 1 STATE OF Q'. P'c'r I:'..ti A v T C T C BC BC T 0 T L L D L DL LL L D . 20.0 7.0 10.0 D.D 37.0 PSF P S f PSF PSF P S F R E F R 3 52-- 5 3 6 9 D AT E 0 6 0 6 0 2 ROOFTRussDrvlSEON SMYTH LUMBER CO. 2722 SOUTH APOPKA BLVD. APOPKA,. FL. 32703 ao7-2ss T s2z FAX: 407-2939I53 PROFESSIONAL ENGINEERING DRW SLTUSR352 02157146 SLT-ENG WMR S E 0 N 2 6184 D U R . F A C . 1 . 2 5 FROM MA SPACING 24. 0CERnFIC.ATE OFAuTmoggATION #921 E3 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION Z. Jun 06 '0 2 1C4tf5U4/-- - u ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5.47 r— W2X4(Al) L1-0-0IE 3-8-2-- 1.0-7-6 Over 3 Supports'! R=217 U=180 W=8" 11 0 2 R=75 U=180 1-11-15 9 4-0 3= R3 U=180 IM I UNu FHtrantU FMUM UUMFUItK INFU I LLUAU a a UI{9tNaIUNa) aUOF9111tU of FMuaa rirn. - 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE 1N ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. ` PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRAC iN6. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1 NST17UTE. 583 O'ONOFRIO OR .. SUITE 100, MAOISOp. Wi 53119), FOR ShF CTPRACTICES PRIORTO P ERFORMIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED IFI j'` F T C L L T C IL 2 O. O 7.0 P S F P S F REF R 3 5 2-- 5 3 7 0 DATE 0 6/ 0 6/ 0 2 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC14EO RIGID CEILING. 3 G DRW SLTUSR352 02157147 ROOF TRUSSDIVISIONIMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 :' BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. PRODUCTS, INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA{LURE TO THE TRUSSES y s 7p SL T - E N G WM R BUILD INCONFORMANCEWITHTPI: OR FABRICATING. MANOLING. SHIPPING. INSTALI{NG AND BRACING OF TRUSSES. TH {S DES {GN CONFORMS N{TH APPLICABLE PROP ($TOMS OF NOS TONAL DESIGN B C L L 0.0 P S F APOFKA, FL32703407-299- 1 522 NAT SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF Q` 4k P.. TOT. L D 37.0 P S F S E 0 N 26275 FAX 407-2999153 CONNECTORS ARE MADE OF 1OGA ASTH h653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TN{S DESIGN, POSITION CONNECTORS PER(((~NNN"•. R D U R F A C 1.25 FROM MA DRAWINGS 160 A1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIORAL ENGINE ERIMG PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SU IT AS{L{TYAND USE OF THIS A CERTIFICATE OF AUTTFORUATION 99218 COMPONENTANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 06 SECTU SPACING 24. O 1L4137U4/-- - LIA) rnia u"n rncrnncu ... ,, .,, ... TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WINO BC OL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 11 6 7 R=107 U=180 2-6-4 9-4-0 R=47 U=180 W2X4(A1) 1-1-0-0 1-6- 4-10-0 4-9-4 Over 3 SUPPOrts R=256 U=180 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 375" Ft. WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AN0 BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. I'T// j/ 9t;;17 T C L L 2 0. 0 PSF R E F R 35 2-- 5 3 7 1 INSSI7UTE. SBJ O'ONOfRib OR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICAT[0 PUBLISHED BY THE AME0. ICAN FOREST kN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PERFORMING S 'F';F f No.427O4 Si1 j • STATE OF l h( X ORiph/aV tiNN•N/••/...N...{..•'`` T C BC B C TOT DL DL L L L D. 7. 10.0 0. 3 7. O 0 0 P S F PSF P S F P S F DATE 06/ 0 6/ 0 2 SMYTH LUMBER CO. ROOFTRU55DIVI51ON 2722 SouTm APOPKA BLVD. APOPKA FL 32703 4O407.29 -91FAX: 4O7•Z99-9I53 DRW SLTUSR352 02157148 S L T- E N G / WM R S E 0 N 21535 D U R F AC 1.25 FROM MAPROFESSIONALENGMEJ:RING DRAWINGS 160 A- Z.THE TEAL ON THIS ORAk1RG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ARD USE Of THIS N "4BA6 SPACING 24.0CERTTFTCATE (IF AUI"OgRATON #9$!8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANTI/TPI I-1995 SECTION 2. JUII 06 kIe42f5U4/-- - (-1) 1NL3 UNU rMLrHMCU rnUM t.UISrUICK uvrui LL,vnw a UIrRINJlV—j JUDI'LII— — TOP CHORD 2x4 SP #2 100 MPH WIND, 1.5.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE tN BOT CHORD 2x4 SP #2 ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5.47 F-- W2X4(A1) 11-0-0 1E 3-7-4-:A. 3-6-6 Over 3 Supportsj R=215 U=180 W=8" 10 11 11 R=73 U=180 1-11-9 9 4-0 3= R2 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. WARNING . TRUSSES REOU(RE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. p T C L L 2 0. 0 P S F R E F R 3 5 2-- 53 7 2 NSTI7UTE. 583 O'ONOFR IO OR., SUITE 200. MAD ISD N. 41 $3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CH0R0 SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT* - FURNISH A COPY OF TH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV[AI[aN FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND OR ACING OF TRUSSES. THIS OES16N CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN.gTATESPECIFICATIONPUBLISHEDBYTHEAMfRICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AG53 GR40 GALE. STEEL. E%CEPT AS NOTED. APPLY CoNNECTOR$ TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER F•• /4 j" , Cr if .(— NV.4`7O4 j OF If;v _ L{.V" A QR1 ASViiN `•.......' T C vC B C TOT. D L DL L L LD. 7. j 0.0 0.0 37.0 P S F PSF P S F PSF DATE 0 6/ 0 6/ 0 Z SMITH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA.FL 32703 407-299-1 522 FA1C. 407-2999153 DRW SITUSR352 02157149 S L T - E N G / WMR SEON 26277 D UR F AC . 1 .2 5 FROM MAPROFESSIONALENGINEERINGDRAWINGS160A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Oi PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIG4 SHOWN. THE SUITABILITY AND USE OF THIS iiiijllJ.Q N,` ` i i. SPACING 24. 0CERTWICATEOFAUTHORIZATION #9218 COMPONENTFOR ANYNSECTPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 06 IZ4tS5U4/-- - UJ) inia uNu rncrN cu r V.1 tVln V.Ln I—— Ltv a 111.11 ... — TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. I DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6(— W2X4(A1) 3 5 31- 3 R=12 U=180 9 4-0 I= R1 U=180 l-0"0 1-10-14 1 10 2 Over 3 Supports RR=176 U=1U=1880 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:2 FL 1 l1- R Scale 375" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HAROLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $63 D'ONOFR10 DR., SUITE ZOO. MADISON. NI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. IHETHIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS AOf NDS (NATIONAL DESIGN ANS TEELEREXCEPI AS INOTEONO TAPPLYACONNECTORS TO COMNECTORSIAREPMApESOfDZOGATASTNMA6IC :RJOR GALV EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER w IFlCjjVA;.C: j HQ,42704 LS = 1. 7C7 STATE OF tAt- Air T C L L T C DL BC DL B C L L T 0 T. L D. 2 0.0 7 . 0 10. 0 0. 0 37. 0 P S F P S F PSF P S F P S F R E f R 3 5 2-- 5 3 7 3 DATE 0 6 / 0 6 / 0 2 SMYTH LUMBER CO. ROOF TRUSS DEVl510N 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-' 1 522 FAX: 407-29991 53 DRW SLTUSR352 02157150 S L T - E N G / WM R S E 0 N 26201 D U R . F AC . 1.25 FROM MA PROFESSIONALENGINEERINGDRAWING$ 160 A,Z. THE SEAL ON THIS DR AWINGINDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS P{/ ryMi {• SPACING 24.0" CEITTTFICATEOFAUMOFFATIC/N892f18 ANSIONE COMPONENTANSECTIOICULARBUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 06 '02 114tM4/-- - U4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11 0 15 R=79 U=180 2-0-12 9-4-0R35 U=180 W2X4(A1) 3 - 9 -14 3-9-2 Over 3 Supports R=222 U=180 W=8" in/a vnu rncrnncv rnvin l.vrirvicn inrvi ]L.vnva n uII-1—IVA]J) —A A .1 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20 .0 P S F R E F R 3 5 2-- 53 7 4 INSTITUTE. 583 D'0 OF 10 DR .. SUITE 200. MADISON. YI 537I9). FOR SAFETY PRACT(CES PRIOR TO PERFORMING THESE FUMC110NS. UNLESS OTHERWISE INDiCATEO. TOP CXO0.D SHALL HAVE PROPERLY ATTACHEO STRUCTURAL PANELS. BOTTOM CMORD SMALL MAYE A PROPERLY ATTACHED RIGID CEILING. IL [NG. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO a'`FI ••j r G 0 i No"42704 T C BC DL DL 7 . 10.0 0 P S F PSF DATE 0 6 / 06 / 0 2 SMYTH LUMBER CO. ROOF TRu55DmSEON DRW SLTUSR352 02157151 SLT-ENG WMR2722SOl1THAPOPKABLVD. APOPKA, FL 32703 407-2951522 FAx: 407-2999153 BUllO THE TRUSSES IM CONFORMANCE VITN iPl: OR FABR fCKTING. MANOL iN6. SH IPPI N6. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS YITH APPLICABLE PR OYIS IONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CO. NEC TORS AqE MADE OF 20GA AST AG53 GR 40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF HAD AND UNLESS OTH ERY ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iSTATEOF Pmo .' 0' BC T 0 T LL L D . 0.0 37.0 PSF P S F S E 0 N 26281 D U R F AC . 1 .2 5 FROM MAPROFESSIONALENGINEERING DRAWINGS 160 AZ. THE SEAL ON THIS DRAG(NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 2 4.0 nCERTTFTCATEOFAuTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. U11 06 ' 02 1L4217U4/-- - 1,5j IMIJ UNU FKtVAKtU rMVM kVMi'UtLK IRrUl LLVNUJ n w nu.IVn 7 aVU u u u TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11 1 8 R=82 U=180 2-1-5 9 4-0 3= R6 U=180 W2X4(A1) I o y(lc—_ 3 - 11 - 3le — 3-10.7 Over 3 Supports R=225 U=180 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a OTY:l FL 1 R Scale 375" Ft. WARNING** TRUSSES 0.EOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H[8-91 (HANDLING INSTALLING A90 BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20 .0 P S F R E F R 3 5 2 - 5 3 7 5 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. VI 53719). FOR SAFETY PRACTICES PRIOR TO P ERF OR MIN6 THESE FUMC 110NS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM ' B SHALL HAYE A PROPERLY ATTACHED R16(D CE IL IN6. IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOVCTS. INC. SHALL NO1 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. IRSTALLINfi ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOR$ ARE MANE OF 20GA ASTM A653 6R<0 6ALY. STEEL. EXCEPT A$ NOTED. APPLY CO:ECTOR$ TO EACH FACE OF TRUSS. AN VNLESS OTHERVISE LOCATED ON iH ($ DESIGN, POSITION CONNECTORS PER tt , w IFIq*-. C fci: j No.42704 • j STATEOFg$ 1a1:P T C p BCB C TOT. LD. D L DL L L 7. 0 10. 0 0. 0 37. 0 PSF PSF P S F PSF DATE 0 6 / 0 6 / 0 2 SMYTH LUMBER CO. ROOF TRUSsDrmioN 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 FAX: 407-299J?53 DRW SLTUSR352 02157152 S L T - E N G / WM R SEON 26283 D U R F A C . 1.2 5 FROM MA PROFESSIONALENGINEERINGORANINGS150AZ. THE SEAL ON THIS OR AWINGINDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEER IN6pA'iKAt1 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUI TAB II IT AND USE OF THIS NN•...,•,.. VJ MMi SPACING ACING2 4.0 CERTIFICATEOFAUTHOATZATTON#9JIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIJTPI 1-1995 SECTION 2. Jun 06 1148!)U4/-- - t.1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11-9-8 R=110 U=180 2-9-7 9-4-0 R=48 U=180 1t 0 y1 <-4-11-4 4-10-8 Over 3 Supports R=265 U=180 W=8" I MIZ. UMU FKtF'AKtU hMUM 1-UMYUItM IMHUI (LUAU) & UIMtNZI IUMJ) JUOMIIItU 0T IKU33 Mr K. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIA 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:2 FL 1 R Scale 375" Ft. WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SOS D UNOFRIOCTION DR., SUITE HER. SE ISON, NDI 41 5OP1CHO FOR SAFETY PRACTICES PRIATTAR TO PERF 00.MiN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED Q IFIC4, 1.` V9 T C L L T C DL 20 . 7 0 0 P S F PSF R E F R 3 5 2-- 5 3 7 6 DATE 0 6 / 06 / 0 2SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD $HALL HAVE A PROPERLY ATTFCHEO R16I0 CE II [N6, iJ_ (' I % DRW SLTUSR352 02157153ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r M0.42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY. DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 7E 7f 7C APOFKA. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF B C L L O . O P S F S L T - E N G /WINKFL32703 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE MADE TO VV V T 0 T L D 3 7.0 P S F S EON 6045FAx407-2959158 CONNECTORS ARE OF 206A ASTH A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS EACH FACE OF TRUSS. AND UNLESS O1MERVISE LOCATED ON TH[S O11IGN. POSITION CONNECTORS PER y O RtO r•.'• D U R F A C 1 Z 5 FROM MAORAliN6S160A-i. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING sropa E PROFESSIONALENGINEERINGRESDON$IBIL ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SH04N. THE SUITAB II ITV AMD USE OF THIS S P A C I N G 24.0 CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER UII 06 ANSI/TPI 1-1995 SECTION 2. 1 144t55U4/-- - LC) IMIJ UNV VKLVAMtU rHVM LVMrVltR L"rUi LLVMUJ * UIl9CIYJIVI\JJ J--1- - —11 — — TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6I— W2X4(A1) 1.1-0-00- 1 10 8 Over 3 Supports I cR= 164U=180 W=4" 3 8 6 1- 6 R=23 U=180 9 4-0 1= R4U=180 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8. 50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:5 FL 1 R - Scale =.375" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND A T CL L 20 . 0 P S FR E F R 3 5 2-- 5 3 7 7 BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IF[ (TRUSS PLATE `1.Q INSTITUTE. 587 D'ONOFRIO DR.. SUITE 200. HAD110.. NI 53119). FOR SAFETY PRACTICES PRIOR TO •t IFI((''`'• PERFORMINGTHESEFUNCTIONS. UNLESS OTNERWISE INDICATED. TOP CNORD SHALL HAVE PROPER LY ATTACHED ACHED : ( „T•`. T CDL 7.0 P S F DATE 0 6 / 0 6 / 0 2 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ji4 p : IHPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j H0, 42704 ROOFTRUSSDIVISIONPRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGN; ANY FAILURE TO 1S 1 = BC OL 10.0 PSF DRW SLTUSR352 02151154 2722 SOIrTH APOPKA 9LVD. BUILD THE TRUSSES IN CONFORMANCE WITH iPl: OR FABRICATING. HANDLING. SHIPPING. INSTAlLiN6 kND 7C 7C i APOPKA, FL. 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS NIT. APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF J B C L L 0.0 P S FS L T - E N G / WM R 407- 299 I J22 SPECIFICATION PUBLISHED 8Y THE AHERICAIf FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S CONNECTORS ARE HAOE OF 20GA ASTM A653 6R<O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS i0 < O p 0r T 0 T . L D . 37.0 P S FS E 0 N - 6043 FAX407-299 91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER •'••• PROFESSIONAL ENGINEERING ORAWINGS 160 " THE SEAL OM THIS ORAWI.G'INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PoNatE D U R . F Ac . 1.25 F ROM MA R ESPONS18Il{Tl SOLELY FOR THE Tk USS COMPORENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE CIFAUTTIORiz ATioN #9;, 8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun R0 6 " A.SI 'TPI 1-1995 SECTION 2. SPACING 2 4.0 1[423,U4/-- - K4j TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 Lt Wedge 2x4 SP #3: 5.25f 10-11-13 R=66 U=180 0-4-3 1-11-10 3 9-4-0 R2- U=180 W2X4(A1) W3X8 10 111-0-1-1-3 3-7-14le 3-8-6 Over 3 Supports R=233 U=180 W=9.137" 1 n1J UNU rnCrNnCU rnVrl LVrtruCn tnrVi LLVNUJ ' '. J) "" ' ""`-'-' "•"• 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITH19 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M. T C L L 20 . 0 P S f R E F R 3 5 2-- 5 3 7 8BRhCIXG. REFER TO HIB-91 (HANpII NG INSTALLING ANO BRACING). POOL ISHED OY TP( (TRUSS PLATE TE. 583 O'ONOFR IDOR .. SUITE 200. MAO [SO X. NI 53119). fOR SAFETY PRACTICES PRIOR TO1NStl7UT '. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED G•A IFI••.• fGy T C D L 7 . 0 P S F DATE 0 6 / 0 6 0 2 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. s 2 0•^O • LROOFTRu55DrvI5tomIMPORTANT•« FURNISH h COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BBC DL 10.0 PS SLTUSR352 02151155 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE IfTP1: OR FABRICATING. HANDLING. SHIPPING. INSIALLING AND BRACING OF TRUSSES. THIS DESIGN WITH APPLICABLE PROVISIONS NOS STATE OF t U C L L 0 . 0 P S F S L T - E N G / WM RAPOPKA. FL 32703 CONFORMS OF (NATIONAL DESIGN SPEf IF [CAT101522MPUBLISHEDBYTHEAHERICAXFORESTANOPAPERASSOCIATION) kX0 TPI. ALPINE S' A SOFRiRUSSEM AD AS NOTED. APPL YTORSCONNORS TO TOTNERWISEAIOCATEOgwp'..a TOT.LD. 37.0 PSF SEON 26285 FAx407-229991153ONETX{SE DESIGN. POSI710N CORRtCXCEPT AN02UNLESSOGAEACNEFACEORPERfM D U R F A C 1 5 FROM MA DRAWINGS1G0A,2. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING R ESPONSIBiLITYSOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 2 SPACING 24.0 CEFMFlCATEOFAUTHORRATION#9216 T1FOR ANY COMPONENTNSECTIOICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 06 '02 ANSI 114t55u4/-- - Kt IH15 UM6 PRLPARLU FRUM CUMPUILR 1NPU1 (LUAUb & VIMtNJIVNb) JUbMIIItLl UT IHLIJD MrH. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 100 MPH WIND, 10.61 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 L1 1 1y1— 5-7-9 _I 5-6-13 Over 3 Supports R=352 U=180 W=9.137" 11-9-10 R=185 U=180 2-9-7 9-4-0 R=86 U=180 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER ' SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.26 to 54 PLF at 5.57 BC From 4 PLF at -1.26 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.57 TC 12 LB Conc. Load at 2.25 TC 84 LB Conc. Load at 3.82 BC 11 LB Conc. Load at 2.25 BC 35 LB Conc. Load at 3.82 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:2 FL 1 R Scale 375" Ft. WARNING-- TRUSSES REDUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HI, 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTfTU TE. 583 D'ONOFRIO DR.. SUITE 200. MAD ISON, NI 53119). F00. SAFETY PRACTICES PRIOR TOZIFIG,./A PERFORMING THESE FUNCTIONS. UNLESS OTH. SC INDICATED, TOP CHORD SHALL HAVE PROPERIY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT• C FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER EO PR DOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OE YI ATiON FROM THIS DESIGN: ANY FAILURE TO iJ- wGF1 s HO"4Z7 4 = TC T C BC L L D L DL 20 . 7. 10.0 0 O P S F P S F PSF R E F R 3 5 2-- 5 3 7 9 SMYTH LUMBER CO. ROOF TRUSS D1vt5WN DATE 0 6/ 0 6/ 0 2 DRW SLTUSR352 021S7156 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299.1 522 FAX: 407-29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER l STATE OF A% ti 0 RID • wy4',^""• w1 AL BC TOT LL L D . 0.0 3 7.0 PSF P S F S E O N 26539 DUR FAC . 1. 25 FROM MAPROFESSIONALENGINEERINGDRAWINGS160 ". THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG INEER lN6 RESPONS181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORUATION89'18 COMPONENTANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 06 '02 SPACING 24.0" A M No. 42704 STATE OFA William M. Ranieri PE FL Lic. No. 427b4 t2 o 60 4 3/Ib' txtn5E9 v/ Ra15eD redsrTbOAOCTON &LOCK A VT ON FRAI.e 9'AW5 SMYTH LUMDEF GO. ROOF TRU55 DIVIcAON 2722 50UTH APOPKA BLVD APOPKA, FL. 32703 407) 2qq - 1522 FAX (407) 2qq - c1153 Engineering Gertificate of Authorization # g215 NOTES- p a Is ne MXDMs RE-,ra xun ToVERFYMp5tMACtwoPLANAND TRUSS DEW" ORAWN65 A6wrT M-D CONOITtVA AM OE46N MENT, OVER CE, WTILN TE.ZR AN9/TR "M) AIIROVCD NAKC IrKWI ------_---- WEP PATE --__- TRUS`.fh UST NOT eE CUr OR E MMD N ANY tar Vff Ra T MM M TH=A" DY WYTH TRUSS Caraw 3) TRV59E5 THAT ARE YATT a ALTEREDMTMJTAUrHOWATIONRLLeEREyAREO Or IMACE0 AT (I/ TPLrK j ETVENSE, 4) DMXOa RCtl) OF ANY KTD VU NOT ofCONSOEREDwrHOUTMwrREWTAND RRrrTEN COMAW oY SWfYTH Tarr, COAPANY. 0" DETAILS n REFU TO re 9 fKOY.C-DATIDN9 FORMMJ46, MULLATION, AND TELIORARY eR'AC#& RM TO ENMIEOm+ OEA~ FOR IFJ54AN&O CRALN6 9fOIRFO 2) ALL TarY'7 "UM6 TT ^-^ LNM VALLEY FKAMJW UST of COMLETELY OE(AED OR REM TO VALLEr TcrY, PETALS FOR Al TII.TE VNACNS MOUMENTs 3) ALL VALLEYS TO CC CON ENTKNM.LYFCAWPOYVLI.PER E4) NTMx LOAD OCAR1W TALL The Truss EngNTeels seal, when a , confxms the ofacement of Vie truss handng as 4relatestotlTeCussdesignsspecificor, gds structure. The truss framing is based upon the review of plans, drawings and specifications provided by the building design professional. Thebulft desion professional has MW approval of N truss keg anMor trussplacementplan. The de n of the temporary and pennaneM braa'ng, 4te Qlaphragm system, shearwebs and sWcluraf ekmenfs to resist lateral bads from wired ands selww acGvily is the responsibility of gre de 'gn professions -Additional at byuie building design professionalshe#, bu[ not babroiled - deW to g, lengM prorAes, pi'= and depths. TO 0111NOTEDOCL6FISE. T STHM4 SLely N 9 • H US26 OR THD26 rHUS26-2 OR THD26-2 is - HHUS26-2 OR THD28-2 of • Hwr-,a OR THD46 m - HGUS26.2 OR THDH26-2 O - HGUS28-2 OR THDH28.2 0 - HGUS26.7 OR THDH26-3 SULP210 OR SKH21MM HGuS46 OR THDH48 THA422 OR MSH422 THAC422 OR MSH4221F 6. KX410 OR 1-104101F to . THJA26 OR HJC26 1 FF-47 ALL ELEV EVVITfi- LANAI OPTION 1C4OJP0'-YY-4/ LANAI - KCU) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IGABLE END SUPPORTS 8" MAX RAKE OVERHANG. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W5X4= I MLJ UNU rKtrAKtU rKVPI I-VMrUItK LIYYUI LLUAUJ a UL17rKJ IVnJ) JUDI-11—CU D, ,m— - 120 MPH WIND, 10.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A12015ECO901 & GBLLETINI001 FOR MORE REQUIREMENTS. W3X4(A1) = W3X4(A1) 1.1-0- 0I ME 1 0 0 9-0-0 9-0-0 ile 18-0-0 Over 2 Supports R=728 U=260 W=3.5" R=728 U=260 W=3.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD QTY:l FL 1 R Scale 375" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALL196 AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 D'ONOFRIO OR., SUITE 200' MADISON. WI 577I9). FORSAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCT10NS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH HAYS PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Rim CEILING. IMPORTANT•• FURNISH A COPY OF THIS OES IGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M. q, AtIFI / f N0. 4Z%C4 • ' 3* T C T C L L D L DL 2 0.0 7 . 10. 0 0 P S f C PJf PSF R E F R 3 5 2-- 5 3 8 0 SMYTH LUMBER CO. ROOFTRussDmsiom D A TE 0 6 / 0 6 / 0 2 DRW SLTl15R35Z 02151157 S L T - E N G / WM R 2722SOUTHAPOPKABLvo. APOPKA. FL 32703 4O7- Z J-1 J22 FAX 407-299iJ153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORHS WITH APPLICABIE PROVISIONS OF NOS (NATIONAL DESIGN SPEC ATCONNECT LPINEORSIAREPMADE SDF O20GATASTMHE MA6S7A6RAORGAL YE STANSTEEIEREVCEPTIASIN0TEDM6TAPPLYACOMNECTORSi0EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER E} I STATEOFNAJV, gti•y0 RV•• /`,/( AAjvvaattw•API N` B TOT. LD. L L 0.0 37. 0 P S F PSF SEON 8033 D U R F A C . 1 Z 5 F R 0 M M , A PROFESSIONALENGINEERINGDRAWfN6S I60 A,7. THE SEAL ON THIS D0.AVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE€RING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU I TABU I TY ANO USE OF THIS SPACING 24.0" CERTIFICATEOFAUTHORIZATIONR19218PARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER COMPONENTI PONEENTFOR ANSECTION U Jun 06 '02 1L4OJpU--Fr-4/ LANAI - KC1J If71D unu rMcrAKCU rMU19 1.Ul4rUICR Lnrui Lw Aua a Uu-¢IloLUi.a1 U, — TOP CHORD 2x4 SP 2 120 MPH WIND, 10.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP 2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP 3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W5X4=— 8-0-0 W3X4(A1) 0 W3X4(A1) 2-0 10-0 9-0 9-0-0 18-0-0 Over 2 Supports J R=728 U=260 W=3.5" R=728 U=260 W=3.5' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:4 FL 1 R Scale 375" Ft. WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M.AQ T C L L 20 0 P S F R E F R 3 5 2 - 5 38 1BRACiNG. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN SI UTE. SN3 D'ONOFRIO DR., SUITE 200, MADISON. WI $3719). FOR SAFETY PRACTICES PRIOR TO'r77:II''" PERFORMING THESE FUNCTIONS. Y T C D L 7 0 P S F DATE 0 6 0 6 0 2 SMYTH LUMBER CO. UNLE SSOTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED i ROOF TRUSS DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.{4 IMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I N0.42704 •* gC DL 10.0 PSF DRW SLTUSR352 02157158 PRODUCTS. TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT-ENG WMR2722SOUTHAPOPKABLw. APOPMA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TATE OF BC LL 0.0 PSF 7-299-1 22407-29gT S22 SPECIE {CAII0 PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE P rf CONNECTORS ARE MADE OF 206A AS TM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO y.,O R10 •1 TOT. L D . 3 7 . 0 P S F S E O N 8031 FAX EACH FACE OF TRUST. AND UNLESS OTHERWISE LOCAIFO ON THIS DESIGN. FOSITIO11 CONNECTORS PER D U R F AC 1.2 5 F R0 M M ADRAWINGS160AZ. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" CERTIFICATE OF AUTHORMATION*92i 8 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 06 02SECTIOPARTICULAR ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C E— 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B L #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 6' 6" 10' it" 11' 3" 13, 1" 13' 5" S P F 3 3' 4" 4' 11" 4' It" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" z H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" IT 1" 13' 1" 1 STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' e" 11' 6" 1 3' 9" 5' It" 6' 4" 7' O" 7' 6" 6' 4" 8' it" t0' it" 11' 10" 13' 1" 14' O" S P 2 3' 8" 5' ll" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' It" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" IT 9" C\2 D F L STUD 3' 6" 4' 11" 4' 11' 6' 6" 6' 6" B' 4" 8' 9" 10' 2" 10' 2" 13' I" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9 It' it" 11' 1I" r--a 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14 0" E S P F H F 3 3' 10' 6' 0" 6' 0" 7' 11' 7' It" 9' fi" 9' 6 12' 3" IZ' 3" 14' 0" 14' 0" STUD 3' 10" 5' 11" 5' It" 7' 10" 7' to" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W Q STANDARD T 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" J 1 4' 3" 6` 9" 7' 3" e' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" l2' 7" 14' 0" 14' 0" D F L STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' it" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" l4' 0" 14' 0" 14' 0" U S P F 3 4' 2" 6' 11" 6' I1" 8' 9" 8' 9" 10' 6" 10' 6" 13 10 13' 10" 14' 0" 14' 0" H F STUD 4' Z" 6' 11 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q STANDARD 4' 2" 5' It" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 6' 0" 8' 9" 9' 6" 10' 6" 11' 4' 13' 10 14' 0" 14' 0" 14' 0" S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 1C 4" 13' 10" 14' 0" 14' 0" 14' 0" C 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" It' 0" 13' 10 14' O" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" 1 8' 9" 9' 3" 10' 6" It' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 1 8' 0" 8' 0" 10' 6" t0' 9" 12' 5" 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH WAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870/ BRA( AT EACH END. MAX WEB TOTAL LENGTH IS 14'. , ZX4 SP OR DF-L p2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE: SINGLE OR IN TABLE ABOVE. DOUBLE CUT AS SHOWN) AT UPPER END. CONNECT DIAGONAL AT I MIDPOINT OF VERTICAL WEB. ZX4 #2N OR BETTER REFER TO CHART ABOVE FOR BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR t 2 STANDARD 2 i STUD 3 STUD 03 ISIJUNDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 13 STUD STUD STANDARD STANDARD GROUP B: HEM -PLR I k BTR t SOUTHERN PINE DOUGLAS FIR -LARCH 1 1 III GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH Z' 0" OVERHANG, OR 12' PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 18' END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. 11 CABLE VERTICAL PLATE SIZES LENGTH NO SPLICE LESS THAN 4. 0" iX4 OREATER VERTICAL THAN 4' 0',BUT THAN I1' 6" 2XLESS EATER THAN it' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR IIPEAK, SPLICE, AND HEEL PLATES. II Ql1In(4 THIS DRAWING REPLACES DRAWING A10030E TRUSSES REQUIREINSTALLtINGANDBRACING. REFER TOEIMEB91RHAND INGIINSTALLINGNAND BRACING), PUBLISHED A REF ASCE7-98- GABI2030 BY TPI CTRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, W1. 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP y ' f NQ• 42704 DATE 09/10/01 SMYTH LUMBER CO. CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. RooF TRUSS DIVISION ReIMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DR1VG A12030ECO901 2722 SOUTH APoPKA 13wo. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 4 A:• STATE OF ENG APOPKA. FL 32703 407-299,1522 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE (IF 20GA ASTM A O j OPl{, TOT. LD. 60 PSFFA%: 407-299-9153 TRUSS AND, UNLESSLOTHERWISEELOCATEDSONOTH S DESIGN,CPOSITIONRCONNECTORSFPER F/O `. NALAUTEm mG 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF E PROFESSIONALENGINEERINGRESPONSIBILITYUSCOMPONENTCULARTORGN' v`t. BUILDINGNISTHEDRAWINGSANDUSETHISCOMPONENT3RANYV// s o * MAX. SPACING 24.0" CERTIFICATEOFESOFZ1T10NiRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-t995 SECTION 2. TfNlt;r.,i f'. GABLE DETAIL gym. n FOR LET -IN VERTICALSABOUOUT /"',J GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0', BUT LESS THAN II' 6" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5X8 Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPICE, WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2X4 2X4 2X8 PROVIDE CONNECTIONS FOR UPIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-90 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901. A10015ECO901, A08515EC0901 A13030ECO901. A1203OECO901, A1t030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015EN0699. S08015EN0699, S07015EN0699 S11030EN0699. S10030EN0699. S09030EN0699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2x6 "T" REINFORCING MEMBER 2x4 'T- REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE. GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" WIND SPEED AND MRH T_ REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 % 10 7• 2x6 40 % 50 7. 110 MPH 30 FT 2x4 10 % l0 7• 2x6 50 % 50 % 100 MPH 15 FT 2x4 10 % 10 % 2x6 30 7. 1 50 7. 100 MPH 30 FT 2x4 t0 Z 10 % 2x6 40 7. 40 % 90 MPH 15 FT 2x4 20 % t0 7• 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7• 10 X 2x6 30 X 50 % 80 MPH 15 FT 2x4 IO % 20 % 2x6 10 7. 30 7• 80 MPH 30 FT 2x4 20 % 10 % 2x6 20 7. 40 7• 70 MPH 15 FT 2x4 0 % 20 Z 2x6 0 X 20 % 70 MPH 30 FT 2x4 10 7. 20 7• 2x6 10 % 30 7. EXAMPLE: ASCE WIND SPEED - 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP 13 1T' REINFORCING MEMBER SIZE = 2X4 I" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" - 7' 3" DRAWINGS GAB98117 876,719 & RC26294035 VARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED o-..••••... '+IJOF F C/j•• fi REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM SHALL w `•, G DATE 10/24/01 SMYTH LUMBER CO. CHARD HAVE A PROPERLY ATTACHED RIGID CEILING. z ••; y DRWG GBLLETIN1001ROOFTRUSSDIVISIONIMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 1 No. 42704 7 DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 7c 2722 SOUTH APOPKA SLw. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH c ENG DLJ/KAR APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS CNATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY s STAT E 0 F TOT. LD. 60 PSFFAX: 407-2999153 CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R. FAG. ANYPROFESSIONALENGINEERING OF AUTHORIZATION 49218!SUITABILITY DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE•• RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. y / o Q•CERTIFICATE P•••W-AXOn, ti. C`.A.. _......•"• SPACING 24.0 VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(4) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED FOR 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 15 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. OR 2) SIMPSON H2.5 OR CONNECTION FOR 500# UPLIFT FOR 126 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED' BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX 12 12 MAX.{— W2X4 W2X4 W2X4 f- 8-0-0 MAX -{ 12 12 MAX.( W1X3 W1X3 W1X3 W5X4/SPL PITCHED CUT BOTTOM CHORD VALLEY 4 1X3 6-0-0 It L`X3 W2X4( SPACING) UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 807 LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING_ EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED. RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN OR BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS' SEALED DESIGN. NOTE THAT THE PURLIN SPACING FOR BRACING THE TOP CHORD OF THE TRUSS BENEATH THE VALLEY IS MEASURED ALONG THE SLOPE OF THE TOP CHORD. LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. VALLEY SPACING W2X4 W4X4 SQUARE CUT BOTTOM CHORD OE -NAILED VALLEY OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL 4 PG`Cl S4 11 COMMON ' RUSSES PARTIAL FRAMING 20-0-0 MAX (++) AT 24" OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. 001HiRIipI11IIIlq/pky THIS DRAWING REPLACES DRAWING A105 WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR[O DR., SUITE 200. MADISON, WI. 53719) FOR I- a gP, y1 ` ,••%"F''•. F LL 30 30 40 PSF REF VALLEY DETAIL DATE 06/25/99SAFETYPRACTICESPRIGi0PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY w . DL 20 15 7PSF ATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• G •' Bi DL FURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/KAR 2722SOUTHAPOPKASLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' y N , 4 2 7 04 7 ' l.2 LL 0 0 0PSF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 2991522 ANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA TO LD. 60 57 PSF 55ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A : STATE 0 F FAC. 1.25/1.33 L151.L5 DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE ANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHEd •• v ACING 24 CERTIFICATEOFAUTHORIZATK1T1R921E1SUITABILITYRESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIiTPI 1-1995 SECTION 2. O/C•••. 0_ © ., y gNiON At•u7`` CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RIDGE RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX• (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) f-(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. I (B) 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNINbu TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SMYTH TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 2722 SOUTH APOPKA 8LV0. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPKA.FL 32703 HANDLING, SHIPPING, INSTALL{NG AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-2991522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FTuc: d07-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORRAAON 092 14 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE iRESPONS[BILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, OE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN I.VIIQigvn InVJJGJ 1AL G`t Vl. 2) 16d BOX NAILS, 1 TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES -- AT 24" OC MAX SPACING asp IBC No.42704 p TO' a STATE OF i.06 hS...IN A1--N 3) 16d BOX NAILS, TOE -NAILED IRDER THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7 PSF DATE 06/25/99 J) L 10 10 10 PSF DRWG VALCONVF0699 v 0 0 0 PSF ENG MLH/KAR LD. 60 155157 PSF 1. 25/1.3311.1511.15 fG SEE ABOVE TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 y3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING 120 MPH WIND, ASCE 7-98, CAT 11, E) P. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 k2 OR BETTER A A 20' FLAT TOP CHORD MAX SPAN II EITHER PLATE OPTIONALLOCATIONISSPLICE B t V BACCEPTABLEp B D-SPLICE B TYP. g B B 1: ME ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D5X55X45X5j- 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 60% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 O O O O O O 0 0 0 0 00 ° ° ° ° ° , 12" 8 1/4" WING REPLACES DRAWINGS 634,016 634.017 & 847,045 WARNING- TRUSSES REQUIRE EXTREME CARE 1N FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIR-91 <HANDLING INSTALLING AND BRACING), PUBLISHED r • N/ MAX LOADING REF PIGGYBACKBYTPI <TRUSS PLATE INSTITUTE, 583 D'ONGFRIO DR., SUITE 200, MADISON, VI. 53719) FORSAFETYPRACTICESPRIORTOPERFORnINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ire \v••••-'F••,• V ` l•qV T 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. l•G •••, I.33 DUR. FAG. ROOFTRU99 DIVISION IMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURE TO D RWG PIG BACKBO6 9 9 ENG DLJ/KAR272250UT'HAPOPKA9LVO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. DESIGN CONFORMS WITH R Q. 42704 50 PSF AT APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 11.25 DUR. FAC. 407.299 1522 FAX: 407-299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALV. STEEL EXCEPT A$ NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSSAND. F 47 PSF ATUNLESSOTHERWISELOCATEDONTHISDESIGN, POSITION CONNECTORS PERDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A STATE 0 •• i 1 I.IS DUR. FAG. PROFESSIONAL ENGINEERING CERTIFICATE OFAUTHORI7(TION 0921 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILITYANDUSEOFTHISCOMPONENTf"OR ANY PARTICULAR BULLRING IS THE Aj'O/••; C O •••• Alt RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1OI 1 ACING 24.'0" N WaN0 BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1,60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4++ MAX+ TRULOX: 43XI2 s18„ MAX 4 *« LOX 2X8 WEDGE( 2) 8D NAILS CUT TO FIT ALOREDGE laiiillUilllflllQJ DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. A / INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ``r / i TC LL — PSF REF BC FILLERBYLPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR V 1 FSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, SIFIC,q'•, IA DL — PSF DATE 06/25/99 SMYTH LUMBER CO. HAVE AORDPROPERLY ATTACHEDPRIGID CEILIG. LY D STRUCTURAL PANELS AND BOTTOM CHORD SHALL ,`, `• ! IMPORTANT.• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE '•- •'• BL DL 10.0 PSF DRWG BCFILLER0699ROOFTRUSSC31VISiONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVO, DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI1 OR FABRICATING. = * : • No. 42704 CALL — PSF —ENG DLJ/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH __ APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = * ! TON LD. — PSF407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE HARE OF 20GA FAx: 407-2999153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF TRUSS AND, UNLESSOTHERWISELOCATEDONTHISDESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL . FAC.1.0/1.15/1.25/1.33 PROFESSIONAL ENGINEERING ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE '.. CERTIFICATE OF AUTHOR(ZATiON•92i SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i O T.' ACING 24.0' RESPONSIBILITY OF THEBUILDINGDESIGNER,_ PER ANSI/TPI 1-1995 SECTION 2. ,('•. n gi .,_ s/uNA STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2 TYE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG : LENGTH SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR 1 N 2-00-00 1 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 HIP OR COMMON TRUSS - jwj'-_ i HIP TRUSS Mir 1 i 5 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ .# (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 2.12 12 w2X4 so a24 ALTERNATE LOADING Wzxa wzxs W3x4 TCLL 20 PSF ORSIMPSON TCDL 20 MAX PSF 3/4" THlA26 BCDL 10 PSF TOT.LD. 50 MAX PSF 3' 5' T *** 9-10-13 OVER 2 SUPPORTS DUR.FAC. 1.25R=463g, W=3.50- R=652N, W=3.50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES a t••• apt/ DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, / INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED A C LL 30 MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR `• •••C•C•••• NSF y SAFETY PRACTICES PRIOR 7O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, """` v a1 rfCA•• DL 15 MAX PSF DATE 06 25 99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL • (j` • i / / SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANTu FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE •: BO%0L 10 PSF DRWG CS7SBK3A0699ROOFTRU55DIVISIONENGINEEREDPRODUCTS, IN,SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ * ! N0, 42704 1L 0 PSF -ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOP1(A, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE a 407.299,1522 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA OT= LD. 55 MAX PSF ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OFFAX: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i A % FAC. 1.33PROFESSIONALAwHoRENGINEERINGSUITABILIINGTYANDUSE(BILITYOFBTHISSOLELYCONPONNT FOR ANYTHE PARTICULAR DESIGNBUILDING SHOWN, THH.E THE Ip ••• PCertnFlcwYEOFAUTHoar:ATroN 4921 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O '•, 9 ".'•• ACING SEE ABOVE CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 I-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X6 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE \ OR L-BRACE SCAB ml T-BRACE L-BRACE p144'i THIS DRAWING REPLACES DRAWING 579,640 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR s F TC LL PSF REF CLB SUBST. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD L`V .^11F'C Q.•. DL PSF DATE 06/25/99SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG BRCLBSUB0699IMPORTANT.- FURNISH A COPY THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGNIANYFAILURETOBUILDTHETRUSSESINCONFORMANCEWITHTPl1 Al : NO. 42704 . B1DL PSF via2722SOUTHAPOPKABLVD. OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH a PSF ENG MLH/KAR APoPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE (IF 20GA 3 TO LD. PSFASTA653GReOGALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1Q •, STATE 0 F I7AC. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i i •' ' o•'.• ACINGCERT1fICATEofAUTHORRATION8921ESUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. C 70NAt E ., FLOOR GABLE TOPCHORD4X2SD. PINE 2, DFL #2, OR HF #1SYSTEM42 BOT CHORD 4X2 30. PINE 2, DFL #2, OR HF #1 WEBS 4X2 SO. PINE 3; DFL #3, OR HF #3 THIS TRUSS DESIGNED TO SUPPORT: 583 PLF MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE REFERTODRAWING160ZFORTYPICALPLATELOCATIONS. CONTINUOUS TO FOUNDATION. SYMM I CL ABOUT1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 2, 2, PLF) 18' 0 STUD WALL ( WITH 18'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, OR 47 PSF AT 1.33 DURATION 1. 5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 nu W= 3X4-Z 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION MAX 8'0" STUD WALL (110 PLF) W= 3X4 15'0" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 TITTDATTAAT AD /-./•. T30M AT t 1312 nTTDATTAAT 1. 5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED I BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 S0. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 A) THIS TRUSS DESIGNED TO SUPPORT: 1000 PLF. MAXIMUM UPWARD TOP WEBS4X2SO. PINE #3, DFL #3, OR HF #3 CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM 8'0" STUD WALL (110 PLF) ABOUTI 16 16" 31'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8' 0" STUD WALL (110 PLF) 1. 5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 26'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION W= 3X4 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF 1 -6 MA4- 0 MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE 3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1. 5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60' 0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40. 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS TO BE STAGGERED. BYPROPERLYATTACHEDSTRUCTURALPANELS. hFi1Siji „r/„f THIS DRAWING REPLACES DRAWING 657,275E WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, N + I/. INSTALLING AND BRACING. REFER TO H[B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED``` V 'C LL 40.0 PSF REF SY42 FLOOR GABLE BY TPI CTRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR V •'Fl1C •1' // SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, a .•" 4;; f. If, DL 10.0 PSF DATE 06/25/99 TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` 1'.•v '• i SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. _ (DL 5.0 PSF DRWG GBLSY42B0699 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = * NO.42704 C,L 0.0 PSF -ENG MLH/KAR DESIGN? ANY FAILURE TO S BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING,. 2722SOVTHAPOPKABLVO. HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. DESIGN CONFORMS WITH = _ APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICANFORESTANDPAPERASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF ZOGA . TOV_ LD. 55.0 PSF 407.299.1522 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF FAx: 407-29"153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Z iO'. DRAWINGS160A-2. THE ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Z FAG. 1.00 PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i O • O P•: SUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHE % •••.• 0 R •ACING SEE ABOVE CERTIFICATFOFAUTMOaaAnoNa9218RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. /i SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/OR CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR NOR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400# MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS. 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O.C. BETWEEN PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2—PLY SYSTEM 42 TRUSS. STACKED jCHORD FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD CROSS SECTION DETAIL 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) IOd COMMON 0.148" x 3") NAILS. OPTIONAL TIE PLATE ON NARROW FACE OR 10d COMMON 0.148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 3000# 2) 2x8 3500# MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO l.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE. NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5.5" SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIC 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) IOd COMMON (0.148" x 3") NAILS 1 R PLACES DRAWINGS 1.070,978 798517 T620,124 & T615,489 WARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED LL PSF REF SY42 CONNECTIONBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS IFICq ,• GV '• C%DL PSF DATE 06/25/99 SMYTH LUMBER CO. AND BOTTOM CHORD SHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. ROOF TRU55 DIVi510N IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NO. 42704 B L PSF DRWG CNSY42PLO699 ENG MLH/KAR2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 1 BC1 PSF APOPKA, FL 32703 407-299.1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAA$TN A653 GR40 GALV. STATE OF v I LD. PSF FAx: 407-2999153 STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER L iQ FAG. 1.0OPROFESSIONALENGINEERING CERnFICATE OF AuTHOgiL1T1ON M9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THESUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2./i. b fiiQ . P• i •••• 1O V Cw` FA—'•O_ 1••'_• ACING il. . '!ra(rlNgllUlll{N{P`.