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130 Calabria Springs Cove - BR03-002050 - SFH (A)
CONTRACTOR t3eazer Homes Gorp. ADDRESS 215 N. Westmonte Dr. Altamonte Springs, FL 32714 407)339-4114 CBC 053044 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTORZ' r-- PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE t7 t7 SUBDIVISION rn En En PERMIT db4z- DATE%JQv'V 6,C PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE CITY OF SANFORD PERMIT APPLICATION Permit # . 6Liln}z"Job Address: Description of Work: Uc Historic District: Zoning: '' Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Fool Electrical: New Service —:# of gMPS Addition/Alteration Change of Service Tempothry Pole Mechanlca Residential Non -Residential Replacement New (Duct Layout & Energy ChN. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required foi otb(r iktr.n X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: Phone & Fax: Bonding Company: Address Mortgage Lender: Address: Architect/Engineer: Address: to License \umber+Hw . ) r 1)11 1 /OI IG°tA 1 pCW0 32,448 46 rj Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 AFFIDAVfT: 1 certify that all of the foregoing information is accurate and that all work will be done in/compliance ith all applicable is:ws rcl Matingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA RESULT IN Yt >i JR I,A 11'rNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH UR DER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions Tolimble to mL*, property tha y f nd in the public record- of thiscounty, and there may be additional permits required from other governmental entities ch as watey I agement d' 'c , s agencies, a f(•deial agencies. Acceptance of permit is verification that I \till notify the owner of the property of the equireme of Florida Lie F,S7 A) Signature of Owner/Agent Date Signatur o for/Agent Date G• DEL RU Print Owner/Agent's Name t Con tot Agent's Va r Ic3 SignatureofNotary -State of Flonda Date Signature of No'n--State of Florida Date r_ DUWE CAROL TOOOAAMAN 1 3, y MY COMMISSION N ;)D 184234 011iier/ Agent is _ Personalh <nown to Me or Contractor/A e-::s PersW nFS: February t7, 2U07 Produced ID— Producrt — N Notary Pubucuna`rmMpE APPLICATION APPROVED BY: Bldg: Initial A Date) Special ( ondmons. Zoning Initial & Date) ( Initial & Date) IrHiial & Dat: CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: — Date: jp5 The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: Address of Job: Plumbing Contractor: l i 'a i I ,',_- s, ,' Residential:,. Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential New Residential: One Water Closet Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: I A . 0 0 By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. Ap cant' g ture State License Number APPLICATION Date: Job Address: Permit Type: 1/' Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work:..' Fk 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: Q,0 Value of Work: S 14QV-) • Type of Construction: I C K U Flood Zone: Number of Stories: , Number of Dwelling Units: ti a Parcel No.: 3 U t) c) n D -- C) 1 ') (Attach Proof of Ownership & Legal Description) • Owner/ Address/Phone:acr,,•,S for 15 1 i Wei--r Contractor/ Address/Phone: c r'• ro^. V:: ''anr 1} )I` -- 3 9- Hl lState License Number: . Contact Person. _ rn. C. Phone & Fax Number: ya7 _ q 4-1- $ t tr, ! 40"1 _ 9ys _ IS 4 TitleHolder ( If other than Owner): Address: rs ) f'-%, Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer Cc_n. Address. PO - c 1 tx 16 c v v " Phone No.: '- Vt . j --A --I Fax No.: 4 (Y-T - -1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permitand that all work will be performed to meet standards of all lawsregulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the propertyof the requirementsof Florida Lien Law, FS 713. Signature of © wnerAgent Date Signature of;Contra /Agent Date rj/f!! R ef - rof Florida Date OF rto9 D. A CLARK oiAHr o MY Ctxr m P• 6i27,'03 N PUBUC r CC 850099 Other LD. Print M Owner/ Agent is _/Personally Known to Me or Contractor/Agent is Produced ID Produced ID APPLICATION APPROVED BY: d d r..) • s Name y6 of Florida Date D. A. CLrft My Ccxn ly, 4'?7;z03 No. C 850099 K w m I I Omer I.D. ersonally Known to Me or Date: 3 .._` Special Conditions: IINIIsHe0IsIINIa11111aNNII11NNiN001$isIAll Permit Number: Prepared By Amy Condon, BEAZER HONES and 215 N Westmonte Drive Return To. Altuamonte Springs, Fl- 32714 NOTICE OF COMMENCEMENT. State of Florida County of Seminole MARYANNE MORN, CLERK OF CIRCUIT COURT SEMINOLE COLMITY BK 04840 PG 1675 CLERK'S # 2003089949 RECORDED 05128/M SW406 PM RECORDING FEES 6.00 RECORDED BY L McKinley The undersigned hereby gives notice that =provements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following 'information is provided in this Notice of Commencement. i . Description of property: Lot Number _ Legal 'Description Calabria Cove, according to the pier thereof; as recorded in Plat Boot: 60 pages 8 - 10, of the public records of Setninele County, Florida. Street Address 2. General description of improvements: New single family residence 3 Owner information: Name Beazer Horses Address 215 N. Westmonte Drive Altamome Springs, FL 32714 Tef. Number 407-339-14114 4. Fee Simple TideHolder. NIA 5 Contractor: Name Address Tel. Number 6. Surety: N/A 7. Leader: N/A Marcus L. Waiters, Jr 215 N. Westmonte Drive Altamonte Springs, 1L 32714 407-3394114 persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.130 )(a)7 , Florida Statutes. N A. 9 In addition to himself, Owner designates the following to receive a copy of +he Lienor's Notice as provided in713.13(l )(b), Florida Statutes. N.A. 10 Expiration date of notice of commencement One year from the date of recording. Date Sind - o,3Si=nature of Oweer's ANent, Amy Condon: C- 5wo I scribed before me this rlday of __._200y Amy Condon, who ;s von to me. Notary Sew1: 60 / ire D. A. C! RK Horner MyCom.r, ,7,1. '27,'03 ye. CC 850099 I rsonalty Known 11 Other 1.0. vCz , i;t:v G(J; MARYANNF MORSt- CLERK Of CIRCUIT C0 RT LE C L iD1 ittFRK Seminole County Property Appraiser Get Information by Parcel Number Page I of I PARCEL DETAIL t <1 a Q s Se niill 14i:' k Salatlk% t. lt E i5- Riot +t. Sanford Ft. 32'71 4199 ibC+-75Nb 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 32-19-30-5LY-0000-0130 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: BEAZER HOMES CORP Exemptions: Depreciated EXFT Value: $0 Address: 215 N WESTMONTE DR Land Value (Market): $29,000 City, State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $29,000 Subdivision Name: CALABRIA COVE Assessed Value (SOH): $29,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $29,000 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 2002 Tax Bill Amount: $586 Find Comparable Sales within this Subdivision 2002 Taxable Value: $27,700 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 13 CALABRIA COVE PB 60 PGS 8 THRU 10 LOT 0 0 1.000 29,000.00 $29,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If yourecently purchased a homesteaded property your nextyear'sproperty tax will be based on JustlMarket value. http: L/www.scpafl.org/pls/web/re web.seminole countytitle?PARCEL=3219305LY0000... 5/27/2003 LIMITED POWER OF ATTORNEY DATE: _-I -- 0 , I HEREBY NAME AND APPOINT: N\ C .0 ,' 60 +Q' EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: C` _ C ri FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: 1 SUBDIVISION: C'_'a-\.« ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS, JR. NAME OF CONTRACTOR.) SIGNATURE OF C91 TRACTOR. STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this : DATE: 5 ' 4-- Ll. BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY , r1. DAC or c.r My Con: rp. G'27,103 No. CC 850099 ersonaly Known 11 Other I.D. NOTARY SEAL. a 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 LINE BEARING DISTANCE L 1 N 89°40'49-W 55.00' L 2 S 89°52'41-E 55.00' NOT PLATTED L2 LOT 13 B' GRADING 7.047 SO. FT O 00 N LOT 14 N W N 16.7 o i LANAI o 7.5 40.0' W3WW V1 MODEL FP-63 Qt y w ELEV. 'A.0 A D- w woTWOSTORYRESIDENCEavFIN. FL. ELEV.:60.5 0 Z 40'W O 20.0' 41 D To o^ i LOT 12 HYDRANT L I 0 C/L EL:59.3 0 N A 155_32' CIL CALABR 1 A SPRINGS 799. 14A N 89° 40 ' 49 -W Y COVE REFERENCED BEARING 9 54. 46 ' PP — AREAS: 5 0 ' R / W) TRACT F DRIVEWAY: 409 SO.. FT. PRIVATE ROAD d UTILITY EASEMENT LEAD WALK: , S0. FT. CITY OF SANFORD ADDRESS: 130 CALABRIA SPRINGS COVE LEGAL DESCRIOTION.- Lot 13. ` CALABRIA COVE occordng to the plat thereof as recorded in Plot Book 60. ofpages8 - 1 0 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X occordng to the Flood Insurance Rate Mop Community Pone/ Number 1202890040E.Dated 04/17/95. General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, if 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 ere obtained hor,i 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. 0 Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or 94- iron rod with red plastic cap marked "Witness Comer, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not va!Td without the signature and the original raised seat of a Florida ;)caned Surveyor and Mapper TAis surrey eels the requireme.its oftheFlorida M' um Technical StandarU . co aired inChapter 61G17.6 Floridyiffministrative Code. iam A. He , P.L.S. F.bridaRc gisfered lend Surveyor No. 3f62 Darae L. Przamienieckl, P.S.M. Registered Surveyor and Mapper No. 6030 William R. Herx, P. S.M. Registered Surveyor and Mapper No. 6092 Herx 6 Associates Inc., State of Fkinda LB 4937 SETBACKS: SITE DATA Front 25' Rear 20' WERVO-6 SO.. FT. - 3 1 Side 7.5 ' Corner 25' LOT S0. FT. IMPERVIOUS AREA-2191 SOFT. Note: Beorn'gs shown hereon are referenced to the C/L of CALABRO SPRNGS COVE as being N 89°40'49-W. Verticd datun is based on NGVD per Engineering construction plans by Burkett Entqineering, hc. ProjectNo. 9709-3 1 Legend E6 Temporary Benchmark OB Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book C& Centerline PC Point of Curvature A Central or (Delta) Angle FCC. Pointer Compound Curvature CALC Calculated PC.P. Permanent Control Point CB Chord Bearing PG, Page CD Chord P.R.M Permanent Reference Monument C M Concrete Monument P2 Property Line EL. or ELEV Elevation F.O.B. Point of Beginning FINAL EL. Elevation (Measured) P. o.C. Point of Commencement FD, Found Pl. Point of Intersection Fin. FI Elev. Finished FloorElevation PRC. Point of Reverse Curvature 1. P. Iron Rpe PT Point of Tangency I. L Iron Rod R Radius L Arc Length RAD Radial LineLe Licensed Business RES. Residence Land Surveyor RAN Right-of-WayLS. Mee Measured TBM Temporary Benchmark NID Nail and Disk TYP. Typical N. R. Not Radial 4/-,r1 Fence symbol (see drawing) X—X- Fence symbol (see drawing) Sketch of Legal Description This is not o Survey Droan by: CM Cheeked by: DP Prepared For: BEAZfR Job Number: 01-005.02 Scale : I-- 30' Plot lan performed: 05•I5-03 Found alien Survey: FinalSurvey: Revisions . uscRlvrlONfTstY-1 tTrT L.L7_LLiLl.l_I 6' ON HALL WN 5 ROD FROM FOOTING W TO TIE BEAM 2x FRAM iNLL 2. INTERIOR KAROO FRAME K-" Re pp 7?7 Tni PUNT 5tf AT 8'4' 1f.f. N NAJNOTES: I. ALL EXTERIOR HALLS ARE DE50MM FOR SITAR RE515TANCE 2. ALL INTERIOR WARIND 2x FRAHE KALL STLM Ib- O.G. (UNO) 3 ALL INTERIOR NON -LOAD 5EARIN5 2x FRAME HALL 5TWS 24' O.0N NO) EL. INTERIOR ELEVATION DETAILS ELEVATION NO. OVER 5HEET NI MBER) HEADER SCHEDULE HEADER NO. E DESCRIP'T'ION N5 O DOUMX 2x12 W 1/2' FLITCH RATE NAILED. IOd 0 12' C.C. THO ROMS STAGGERED 5 DOUBLE 200 ,a/ I/2' FLITCH PLATE NAILED W IOd • 12' O.C. THO ROW STAWERED i5 DOUBLE 2nb W 112' FIUTC 4 PLATE NAILED « V 104 • Z OL. THO ROWS ST.ASO"M DOUBLE 2x6 W 1/Y FLITCH PLATE NAUM - 1 K)d • IY O.C. THO ROHS 5TA66ERM L - NO (LETTER) PREGlST LINTEL rV 03 DIA. BANSI 9EE LINTEL SC#eDL1.E 'CD-LS') M - ND (LETTEW RECE55W PRE -CAST LINM rV •5 VIA &NkN SEE LINTEL SCE E'CD-L5-) NINDON SCHEDULE MASONRY CONSTRUCTION CALL 51ZE Awo"I SIZE CAI. SIZE KNDOH SINE SH O 19 I/D'x26' SH 25 fi'x38 5/6" SH U W VB'x3D 3/6' SM 24 fi'xs0 ". M 14 14 1/61x50 5/D- SN 24 . 5 E 311x55 N8' 5H 14 . 5 19 I/15'x55 5/0' SH 25 E 37 A", SH IS 14 ;/B'xb5' SM 26 E SPx72' If 504 16 19 1M'x72- SH 27 E 31',04' R SH R 14 V9kD4' AI 46x2b 48'n2b' 501 M2 26 I/3'x26' SH 0.36 4C'x36 3/8' SH I HS 26 1121x56 3/D' SH 46.50 46'S 50 5/6' SM I ! i4 26 V2'x50 5/6' 5" 4Dx55 E 4D'x55 5/5' 5N 110 . 5 26 I/2'x55 5!8' SO 40x0 E Q1.65' 5M I P6 26 I/2'xb3' SH 4Dx72 E 46'02' 5" ; Hb 26 1/2'x72' 5O 4b4I4 E 4 ,04' 501 H1 26 V2'xD4' SN 52 53 Vt'x26° 5H 3Dx26 50 IR'x26' 5" SS 53 I/b*Xw S/6' JI 3OC6 SO 1/2'x30 3/6' 5H34 E 53 I/D'x50 5/6' 5H S0n50 SO I/2'x50 5/9' 9N 54.5E 33 V8°,d5 5/8- 5M SOx55 SO I/2'x55 5!5° 5H SSE 53 uD'nb3" 1 5H 9Ox63 E 3o I/2'x63- SH 36 E S3 I/6'x?2' 5M 30x72 E 90 I/2'n?2° 9N fi E 5S VD'xDs' SN 30xC4 E i SOU2-xD4' 5H 22 fi'n26' NOTES: E - ROZATES KNDOH5 THAT FEET E6RE55 REOUIRE"CTS 1. ALL HINDOH R.OL)6HOPEMNE5SHALL BE VERIFIED BY FUNDOW CONTRACTOR PRJTOC07,15TRIA.TION2 9UB- 00NTR1V-'T0R5 SHALL VERIFY ALL HIFDO/y ROUISH OPENN65kVTHGENERALCONTRACTORPRIORTOCOMF'ENCEMENTOFWORKNOPONALCALL SIZE - DOORS: SINGLE, DOUBLE. AND `AIDING FVDTH - FEET —\ i — NE16141 - FEET A XXL( H IDTH - INGFE3 HE16NT . IWG ES NOTES, I. ALL INTERIOR DOOR PEI&H7'S 6'-D' N N.OJ2. ALL DOOR ROLA5H OPENIN65 SHALL BE VERIFIED Sr DOOR C-ONTRAGTORFRI(2R TO CONSTRUCTION 3. 51. 6-CONTRACTOR'' SMALL VERIFY ALL DOOR ROUGH OPENIN& S, WITH GENERAL CONTRACTOR PRIOR TO COMPENGEMENT OF WORK. GENERAL NOTES I. ALL INTERIOR 0I14ltS;ONS AREEASED PROM THE LETTR EDGE OFTHEFOIAVATIONSLAB. 2. ALL SOIL UNDER SLAB A'6i FOOTINGSSMALL OF TREATED FOR TERTMTE5. FINK- EXTERIOR TREATPENT OF WILDING SWV.L BE IN AGGORDAW,E " TNTOE FIX 2001 EDITION 5ECTION Olt *4.2.bAND1042. 7, A PERMANENT S16N OF TIC TERMTE TREATTENT AND THE PROVIDER 5H A" Be POSTED. 3, ALL REINFORCING 5TEEL LAPS SHALL BE 40 BAR DIAHETER PAN 4. C W.4iIETE FORSLAB AND FODYERS SHALL HAVE A "N. COMPRESSIVE STRENBTN OF 2500 PSI AT 26 DAYS. 5 CONCRETE ( GROUT) FOR LiNTELS AND FILLED CELLS SMALL HAVE A F41N C.OWRE551VE STRENSTN 5000 PSI AT 26 DAYS. 6. MORTAR SHALL BE TYPE S. L.7REINFORVN6 57M SHALL BE KN. OF GRADE 40. 5TAIR GALGULAT10N5 CALCULATED TOTAL FE16HT: 10'-8 3/4" TOTAL Ni1MBER OF RISERS: 18 CALCULA7ED R5ER HE*HT: 1 1/8' CALCULATED TREAD: 10 1/2' CALCULATED TOTAL RCN: 15' 9' nt N 23. T0 PSF 5035 PSF 25 W F5F .2370 F5F 2D.10 PM -25.4D PsF I Y 110. 1— I_IIIlIIIif11111111J1111111111r1 i/C7/Hil/If111r7-C711NlII/OIIIL') I iR s s 4 I s C s . FAMLYROOM s s 4 PINING i 0 kHz ops 0_I s s 711fU C711iH1f me -1(` 11-_7' s s 1 s s s 7i1C7 rnlr r e— — ' 23. 10 F-F -22 00 FV 511& PSF -2540 P5F -27.00 P5F ist FLOOR PLAN SCALE: 114" c i'-O" I yypp ZZ. p Zoyyy pi w zu, 4 kS Z' 25g4, 9z WF U' UOz ,Vt Zy. OVoot46i1mgRAZI^ V U ySa kmmz m No, om Ou O to Qc';,i` O WZ x c OUid u4pNFzG' N x01, zpo FZ p x a r i441I Iaf'i OOhP 511E o1 E'" Li V 1 ' n O Q i E-- 1 % a- aw LHLJ VRAI CANE k`° GP ENGINEERING umrTL-YR dote 5/15/ 03 FA,. vovn..e.+ o.ee. •.. *.+•*,.+a+. nn. Beet: 24'x ° FU..L SCALE stdc: 1;'x17' HALF SCALE ist FLOOR PLAN I THISTSRLCTH;K MAS BEEN DES16KO TO MEET 17R CxCEEC1 TK 16 HP.M3SECWLUSTWINDL`]4D K0UiREKN7S OFF THC iLMDA SUILVC 201 EDt7;CK i L EO END SYMBOL DESCRIPTION 2x FRAFE YtAli 2x 1WEROR BEAR:N6 FRAFE M4L NCTE5. i. ALL EXTERN WALLS ARE DE516oED FOR SHEAR R515TAWCE 2. ALL INTMOR 6EARN6 2x FRAME MALL STIRS b- OL. MID) 3 ALL iNTERDR NON-LOAV BEARING 2. FRME MALL STVDS 24' OL. to N.0) EL INTERN ELEVATION DETAIL5 r ;ELEVATION NO. OVER SHEET NUMBER) HEADER SCHEDULE HEADER HO. OE5CRIPT oN L114®LE 2.L2 W if2' FLITCM PLATE1lDRiNAILEDWIOd012' O. O RONS STA6E02EDO.C.N DOUBLE 2xi0 W 1i2" FLITCH PLATE NAILED . 04 • 12. O.L. THO ROMS STA66ERM DOV&E 2xa W 1/2' FL17 M PLATE NAILED ! loci Z' OL. TMO k0r6 5TAC6ERW DOUBLE 2x6 W t!2' fLITLH "'E WALED W iOd • 12' OL. T.V *--96 5TACOERED WINDOW SCHEDULE FRAME CONSTRXTION CALL SIZE Yarn" S12E CALL SIZE MV" Sze 50 W48 E 36"x5b' IIR 4040 E 411x41• 5M 3050 f 36'xbC' tR 4m E 4T•x59' 5H 30b0 E 36•02' MR 5090 E 54•x55• 5H 4044 E 0162" w 5040 E 54'x47 514 4046 E 4*1x56' MR 5050 E P .", SH 4050 f 4a'xbo' MR 6030 E TPx35' S'. 4060 E 4*'x12' HR 6040 E I•x41' F4z 6050 E NOTES: E . xOICATES WNDOM5 THAT FEET E6RE55 REWlWP ET5 I. ALL WINDOW ROUC* OPENIN65 5HALL M VERIFIED BY WINDOW CONTRACTOR MIDR TO CONSTRUCTION. 2, SUB-LONTPLACTOR5 SHALL VERIFY ALL HiNPOH ROUC,M OPERN65 Y'°TH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF YNOl K MOMiNAL CALL 54ZE - D0005 SABLE, D099LE. M D °AIDING MPTH - FEET - /— Mf16HT - FEET AAA6 Y4DTH - 1NGf5 — - NE16HT - INGf5 NOTES: 1. ALL INTERIOR DOOR hEI6MT5 2. ALL DOOR R.OU5H OFENIN65 SHALL BE VERIFIED BY DOOR CONTRACTOR PRIQ$ TO CONSTRICTION. 3. %V--ONTRACTOR5 SHALL VERIFY ALL DOOR ROU&M OPEMM65 kVTM 6ENERAL COMMA -TOR PRIOR TO COMMENCEMENT OP WORK. 2S.'50 FSF .25.30 PSF21.50 FSF -21.50 PSF 2310 F5F W-" P5F 25'-4' 42' RAIL h BALCONY o hP 10-01 5N 5050 SH %M Q6p 56D Q'-T 1R' e 4Q r o r 5EDR0 M 4iFLAT MASTER BEDROOM 3 BEDROOMr *'FLAT r Ly V FLAT _O r h 3 r r 4T KfEEi'VLL 2¢ D BATH 2 i'-w5)4' ' T-5 V4' a b'-5 io, S-5 IR• V-0' 4'-4' FLAT 4 ;. S v FLAT o_ f V2" 3'i 1/2' r r 2k C. w 2p p O_ r AM n K KAF'!JMA5TEFli,-T a"%P=2Qq' AFF- 5 BATHfIUTIL. A3 o BEDROOM 2 I sJi °'FLAT S 8'FLA7 Yew O' FLAT OPEN TO 9 i p { I P CASs a Ire' t- I(j• Bach 1 b SM 5m Mom5030FV® 5M 2050 ry 5" 2030 TEW. 2030 7E3P. 3- 40'-0' 24.10 PW .24.45 PV .25AO PSF .25.40 PW .2540 PV S.U. F5F -2bb5 FSF -2b10 PW -2160 FSF 3A.10 PV 2nd FLOOR PLAN 51-&E: 1/4` c V-O" Fx L s 5 - Ct.m,.Hayz,o'Nm-. i"A. "o T1iV << o jiV o zElc'o 3Z V0, Ro 1! = mO toto d' d ca NCl) oWo¢ L O Zw W ow, N1 W a MCzoo az Q R z E- C) L O ,y F+4 Q U v HLJ RV% ICAME cneckea ty GP ENGINEERING datc` 5/15/05 nn.o rnu .x*4.na• rwos, ow. sheet: 24x36 FULL SCALE n.olw. nc.aN .t•+vro sLak° ll'xf7' KALF SCALE 2w FLOOR FLAN iMiS STRL1fT11E HAS DEER DMAD TO MEET ER E%CEED TIE 120 RPM ? SECCRN GUST VTND LOAD REQUIREMENTS TX TNC RORIDA &7)LDTNG tDDC 2DDt E03110N. 1jAll.111 CITY OF SANFORD PERM i Permit # Job Address: Date: v p Description of Work: _ (f &11-/2s C.:..Q Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI Electrical: New Service — # of AMPS 62'21!2Q Addition/Alteration Change of Service Tempotiry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calk Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: ox,Z tiL9c 7Gc fn nJS,tate License Number: Phone & Fax: 32 Contact Person: /f4 Phone: - — 3_Z1__.3,3 -37y Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to thc issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable la ":: re.gulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI f IN ),ot li I'h; f1VG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or (cdera l agencies. Acceptance of permit is verification that 1 sill notify the owner of the property of the requirements ofFlorida Lien Law, FS 713. 'n c 03 ^ o Signature of Owner/Agent Date gnature of Con or/Agent Date o o F cu M om oPrintOwner/Agent's Name I on r Agen me ;A o moN E Signature of Notary -State of Florida Date Signature of No_ry-State of Florida Date Ox ner/Agent is _ Personalh Kno%%n to Me or ('oniractor/Agr-: IS _ Pci-sonai'v Known to Me or Produced ID rodua, : APPLI(A I ION APPROVED BY: Bldg: _ Zoning. Lr.:::cs: FD: I Initial & Datc) (Initial & Dahl (Initial &Date) (6>;ual &Dart 1pCCIaii,mdIIioil ;; ----- -- ----------- -- V POWER OF ATTORNEY Date.- 2 I, do hereby authorize to pull the permit for 136 & ea 69 type ofpermit address Notary Pub#C - State of FioOdo r WCom nWOnEVkw Feb 19. 2007a. Commission # DD185410 bonded B Naftonai NotaryY Assn. Notary Personally known to me or drivers license # State of Florida, County of 0 R.fooG a on '.,' ' day of ZUI.W E 0 200E CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 130 CALABRIA SPRINGS COVE for which permit 03-00002050 has heretofore been issued on 6 10 03 has been completed according to plans and specifications filed in the office of the Build' g Official riot o the issuance of said building permit, to wit as S complies with all the building, plumbing, electri 1, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water 14 10211 ENGINEERING: Sewer Lines In Sewer Tap Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street DATE APPROVAL Name Street Signs 1.Si Lights _ Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 7 14 03 10.00 01-APPLCTN FEE -BUILDING 6/11/03 10.00 01-APPLCTN FEE -MECHANIC 8/25/03 10.00 01-APPLCTN FEE -PLUMBING 6/24/03 10.00 01-PLANS - EXTRA SETS 6/11/03 36.00 02-ENGNG DEVLPMT FEES 6/11/03 10.00 01-FIRE IMPACT - RESIDENT 6/11/03 59.21 01-LIBRARY IMPACT FEE 6/11/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 130 CALABRIA SPRINGS COVE for which permit 03-00002050 has heretofore been issued on 6 10/03 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 O1-OPEN SPACE 6/11/03 279.61 O1-PLAN ALTERATIONS 7/14/03 35.00 O1-POLICE IMPACT - RESID 6/11/03 91.93 O1-RADON GAS TAX FEE 6/11/03 14.60 01-ROAD IMPACT FEES 6/11/03 847.00 O1-AECOVERY-FD/CERT. PGM. 6/11/03 14.60 O1-SCHOOL IMPACT FEE 6/11/03 1384.00 WD IMPACT:SINGLE FAMILY 6/11/03 650.00 SD IMPACT:SINGLE FAMILY 6/11/03 1700.00 koyy A'nA OWNER B LDING OFFICIAL E G Woo FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1- 7. O.M.B. No. 3067-0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDII", OWNER'S NAME Policy Number BEAZ R HOMES. INC. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 130 CALABRIA SPRINGS COVE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 13, "CALABRIA COVE " PLAT BOOK 60, PAGES 8-10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): 9 - ##.##" or ##. ) NAD 1927 ® NAD 1983 USGS Quad Map ® Other. RECORD PLAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE I FLORIDA B4. MAP AND PANEL 137. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 66. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of Hooding) 12117CO040 E 4-17-95 4-17-95 X 47.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ElFIS Profile ® FIRM Community Determined Other (Describe): 611. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): 1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished 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, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, ARIAO Complete Items C3: a-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 BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 62. 5 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA. _ft.(m) o d) Attached garage (top of slab) 62. 2 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 61 .9ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) L .P.0) o g) Highest adjacent (finished) grade (HAG) 61. 9 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) I d 00 EE LLJ E A r Qz \ N Ft. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICA1110N 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. I understand that any false statement may be punishable by fine orimprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME Darae L. Prcemieniec ki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 E DATE TELEPHONE r 10-27-03 407-788-8W8 FEMA Form 81-31, January 2003 V See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. ForInsurance MY Use: BUILDING STREET ADDRESS (Inducting Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Nurter 130 CALABRIA SPRINGS COVE I &- CITY STATE ZIP CODE Company NAIC Nu SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. 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 E4. 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 _(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 _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. 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? Yes No 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, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or ZoneAO must sign here. The statements in Sections A, 6, Q and E are correct to the best ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE 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 ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. 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. A community official completed Section E for a building located in Zone A (without a FEMAAssued orcommunity -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME TITLE NAME TELEPHONE SIGNATURE DATE COMMENTS ft.(m) Datum: ft.(m) Datum: Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) October 27,2003 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 13 Calabria Cove 130 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 130 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 13, "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 2 L4^rll 2 . Darae L. Przemieniecki , Associate Vice President DLP/bb Airx & Associates Inc. Land Surveying 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 LINE BEARING DISTANCE L I N 89°40'49'W 55.00' L 2 S 89°52'41-E 55.00' NOT PLATTED FO IR A CAP FO IR A CAP LB• 5736 L 2 LB 5736 LOT 13 B" GRADING 7.-047 SO. FT 10 10 to O i 10 N NII 1 IF 16. 7' W2 7.5 LANAI o 7_5 w LOT 14 LU W 40.0 I WUJ LOT 12 w v'a MODEL FP-63 ww WLU ELEV. 'A.0 A D' ww a o TWO STORY RESIDENCE QZ,Q o FIN. FL. ELEV.:62.5 0 ZO_ z •a o 0 0 0 _' 00 0 Or o CI O ul• O Z1 N Z 7.5 20.0' 0 kn N o v NM 7.5 N Vl V1 0.9' 0.8' 0 0 CIL EL : 59. 5 N oEP`- 155_32' 799.14' P.c. N 89°40'49-W V 954.46 CIL CALABR I A SPRINGS COVE REFERENCED BEARING 50 ' R/W) TRACT F PRIVATE ROAD & UTILITY EASEMENT CITY OF SANFORD SETBACKS: ADDRESS: 130 CALABR 1 A SPRINGS COVE Front 25• Rear 20' Side 7.5 ' Corner 25• LEGAL DESCRPTION.' Lot 13. - CALABRIA COVE - occording to the At thereof as recorded in Plot Book 60. at 8 - I 0 of the Pubic Records of Sernlnole County. Florida. Note: Bearingqs shown hereon ore referenced to the CIL pages of CALABRO SPR1VGS COVE as being N 89'40'49"W FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone -X-. Vertical datum is based on NGVD per Engineering according to the Flood Insurance Rate Mop Community Panel Number construction plans by Burkett Engineering. hc. 120289 0040E.Doled 04/17/95. Project No. 9709-31 Legend General Notes: ''11 BOW a, asTemporaryBenchmarkO.R B. Offset Records Book1. This is a BOUNDARY Survey performed in the field on V assumed datum)Ps Plat B) platBook 2. No aerial, surface or subsurface utility installations, undeZnduimprovements or Back of sidewalk PC Pant or Curvature subsurface/ aerial encroachments, it any, were located. CrL line CenterPcc. Pant or compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface orlormboard. d CALC Central or (Delta) Angle P.C.P. CalculatedCB Permanent Control Point 4. Elevations shown hereon, i1 any, are assumed and were obtained from approved Chord nearing Page Construction plans provided by the Client unless otherwise noted, and are shown CO t1 Chord PR M. Permanent Reference Monvmenr onlyto depict theproposed or actual difference in elevation relative to the assumed P' C M. Concrete Monument p P, 0 B. Property Line Pant of Beginning temporary Benchmark shown hereon. EL. or ELEV Elevation P. D C. Point or Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.1. Point of Intersection Rights- ol--way of record whether depicted or not on this document. No search of the FD Fin. Ft Elev. Found PRC. FinishedFloorElevationPoint of Reverse Curvature Public Records has been made by this office. LP PT IronPipePoint of Tangency y6. The legal description shown hereon is as furnished by client. I RR Iron Rod RAD Radius Radial Line 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES. Residence Denotes %* iron rod with yellow plastic cap marked L84937 or LS3182, or YPPLB Licensed Business RNV 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) Mea N/ D(NAD) Measured Nail and Disk NPTypical DenotesPermanentReferenceMonumentOCT242003NR. R NotRadial -X—X- Fence symbol (see drawing) Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and M This survey meets therequredhe Fknid Minimum Technical an scontaindmCm 17. Administrative Code William A. Herx, P.L.S. Florida Registered LfJ Surveyor No. 3182 Darae L. Pr: emieniscR( P.S.M. Registered Itteyor and Mapper No. 6030 William R. Henc, P.S.M. Registered Surveyo nd Mapper No. 6092 Henr A Associates Inc., State of Florida LB 4937 CERTIFIED TO: ANTHONY F. A NANCY GUADAGNINO BEAZER MORTGAGE CORPORATION HOMEBUILDERS TITLE SERVICES. INC. LAWYERS TITLE INSURANCE CORPORATION Droen by: CM Checked by: OP Prepared For: BEAZER Job Number: 01- 005-02 Scale : I"- JD' Plot plan performed: 05-15-03 Foundation Survey: 07- 24-03 Final Survay: 10- 23-03 Revisions . FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: VSMW1Z Builder: 4EAZERMOMESAddress: Je:+, 1 ., . PermittingOffice: City, Stat(3 Permit Number: Owner: Jurisdiction Number: Climate entral 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number ofunits, if multi -family 1 _ SEER: 12.00 _ 4. Number ofBedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 2262 fl2 c. N/A 7. Glass area & type a. Clear - single pane 354.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tintlother SHGC - single pane 0.0 ft' _ HSPF: 8.00 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 143.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 370.0ft' _ 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, 834.4 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 982.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 310.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1338.0 ft' , 15. EIVAC 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: 0.16 Total as -built points: 32971 PASSTotalbasepoints: 33158 I hereby certify that the plans a s i at'ans covered by this calculation are in comp e e Florida Energy Code. PREPARED B . DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: ------------ 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. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) t kt 'r- FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPMPoints Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2262.0 25.78 10496.6 Single, Clear W 1.0 17.0 32.0 53:47 1.00 1705.6 Single, Clear W 5.0 9.0 7.0 53.47 0.70 263.2 Single, Clear N 1.0 17.0 23.0 27.96 1.00 640.6 Single, Clear N 1.0 17.0 23.0 27.96 1.00 640.6 Single, Clear E 1.0 19.0 40.0 59.31 1.00 2365.4 Single, Clear E 1.0 15.0 10.0 59.31 1.00 590.7 Single, Clear S 1.0 17.0 32.0 44.66 0.99 1420.6 Single, Clear E 10.0 9.0 40.0 59.31 0.50 1191.0 Single, Clear W 1.0 6.0 25.0 53.47 0.97 1294.8 Single, Clear W 1.0 6.0 30.0 53.47 0.97 1553.7 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear S 1.0 4.8 14.0 44.66 0.91 566.8 Single, Clear W 1.0 4.0 12.0 53.47 0.92 587.3 Single, Clear W 1.0 4.0 6.0 53.47 0.92 293.7 As -Built Total: 354.0 16332.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 310.0 0.70 217.0 Concrete, Int Insul, Exterior 4.2 834.4 1.16 967.9 Exterior 1816.4 1.90 3451.2 Frame, Wood, Exterior 11.0 982.0 1.90 1865.8 Frame, Wood, Adjacent 11.0 310.0 0.70 217.0 Base Total: 2126.4 3668.2 As -Built Total: 2126.4 3050.7 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Insulated 40.0 4.80 192.0 Exterior 40.0 4.80 192.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 58.0 220.8 As -Built Total: 58.0 220.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1338.0 2.13 2849.9 Under Attic 30.0 1338.0 2.13 X 1.00 2849.9 Base Total: 1338.0 2849.9 As -Built Total: 1338.0 2849.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab Raised Base Total: 143.0(p) -31.8 370.0 -3.43 4547.4 1269.1 5816.5 Slab -On -Grade Edge Insulation 0.0 143.0(p Raised Wood, Adjacent 11.0 370.0 As -Built Total: 513.0 31.90 1.80 4561.7 666.0 3895.7 INFILTRATION Area X BSPM Points Area X SPM Points 2262.0 14.31 32369.2 2262.0 14.31 32369.2 Summer Base Points: 43788.2 Summer As -Built Points: 50927.0 Total Summer Points X System = Multiplier Cooling Points Total X Cap Component Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 43788.2 0.4266 18680.0 50927.0 1.000150927.0 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 17185.9 17185.9 EnergyGauge'r" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2262.0 5.86 2386.0 Single, Clear W 1.0 17.0 32.0 10.74 1.00 343.6 Single, Clear W 5.0 9.0 7.0 10.74 1.05 79.0 Single, Clear N 1.0 17.0 23.0 12.32 1.00 283.2 Single, Clear N 1.0 17.0 23.0 12.32 1.00 283.2 Single, Clear E 1.0 19.0 40.0 9.96 1.00 399.3 Single, Clear E 1.0 15.0 10.0 9.96 1.00 99.9 Single, Clear S 1.0 17.0 32.0 7.73 1.00 246.7 Single, Clear E 10.0 9.0 40.0 9.96 1.18 471.6 Single, Clear W 1.0 6.0 25.0 10.74 1.00 269.2 Single, Clear W 1.0 6.0 30.0 10.74 1.00 323.1 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear S 1.0 4.8 14.0 7.73 1.03 111.3 Single, Clear W 1.0 4.0 12.0 10.74 1.01 130.3 Single, Clear W 1.0 4.0 6.0 10.74 1.01 65.1 As -Built Total: 354.0 3674.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 310.0 1.80 558.0 Concrete, Int Insul, Exterior 4.2 834.4 3.26 2720.1 Exterior 1816.4 2.00 3632.8 Frame, Wood, Exterior 11.0 982.0 2.00 1964.0 Frame, Wood, Adjacent 11.0 310.0 1.80 558.0 Base Total: 2126.4 4190.8 As -Built Total: 2126.4 5242.1 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 40.0 5.10 204.0 Exterior 40.0 5.10 204.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 58.0 276.0 As -Built Total: 58.0 276.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1338.0 0.64 856.3 Under Attic 30.0 1338.0 0.64 X 1.00 856.3 Base Total: 1338.0 856.3 As -Built Total: 1338.0 856.3 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM Points Slab 143.0(p) -1.9 Raised 370.0 -0.20 Base Total: 271.7 74.0 345.7 Slab -On -Grade Edge Insulation 0.0 143.0(p Raised Wood, Adjacent 11.0 370.0 As -Built Total: 513.0 2.50 1.80 357.5 666.0 1023.5 INFILTRATION Area X BWPM = Points Area X WPM Points 2262.0 -0.28 633.4 2262.0 0.28 633.4 Winter Base Points: 6730.0 Winter As -Built Points: 10439.3 Total Winter X Points System = Multiplier Heating Points Total X Cap Component Ratio X Duct X System X Credit Multiplier Multiplier Multiplier DM x DSM x AHU) Heating Points 6730.0 0.6274 4222.4 1 10439.3 1.000 10439.3 1.00 1.078 x 1.160 x 1.00) 0.427 1.250 0.427 0.950 0.950 5290.8 5290.8 EnergyGaugel" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 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 Tota 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 + Heating + Hot Water = Total Points Points Points Points 18680 4222 10256 33158 1 17186 5291 10495 32971 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeSiFlaRES'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 IMaximum:.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 wall; 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, p2netrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; 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 NFPA, have combustion air. BA-22 OTHER PRESCRIPTIVE MEASURES (must 6e met or exceeded by all residences-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 efficient 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 1 607.1 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. EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.2 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 Cap: 42.0 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') 2262 ft' c. N/A 7. Glass area & type a. Clear - single pane 354.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.00 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types v a. Slab -On -Grade Edge Insulation R=0.0, 143.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 370.0ft' _ 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, 834.4 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 982.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 310.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1338.0 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 _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I 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 ofNew Home: Date: City/FL Zip: NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarT"'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 edufor 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. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: ST. JOHNS VS-245 WIONE ZONE 01-17-00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project Information For: BEAZER HOMES Notes: Design Information Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db Inside db Design TD 38 OF 70 OF 32 OF Heating Summary Building heat loss 25482 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 25482 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 2262 2262 Volume (ft3) 19494 19494 Air changes/hour Equiv. AVF (cfm) 0.7 0.4 228 130 Heating Equipment Summary Make TRANE Trade Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range Relative humidity M 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 29422 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg: data n Rate/swing multiplier 0.98 Total Sens. equip. load 30289 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 3840 Btuh Total latent equip. load 7432 Btuh Total equipment load 37721 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 7.3 HSPF Efficiency 10.0 EER Heating input 0 Btuh Sensible cooling 29050 Btuh Heating output 0 Btuh Latent cooling 12450 Btuh Heating temp rise 0 OF Total cooling 41500 Btuh Actual heating fan 1400 cfm Actual cooling fan 1400 cfm Heating air flow factor 0.055 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 81 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential'" 5.0.12 RSR26015 2035-Jan-17 07 59:17 ACCK E:\Files\beazer\VS245\VS245\245W1Z.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: ST. JOHNS VS-245 W/ONE ZONE 01-17-00 tog COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 19494 ft3 2. Winter infiltration load 1.1 x228 cfm x 32 3. Winter infiltration HTM 8021 Btuh / 410 ft2 x 0.0167 = OF Winter TD = Total window = and door area Procedure B - Summer Infiltration HTM Calculation 228 cfm 8021 Btuh 19.6 Btuh/ft2 1. Summer infiltration AVF 0.4 ach x 19494 ft3 x 0.0167 = 130 cfm 2. Summer infiltration load 1.1 x130 cfm x 18 'F Summer TD = 2578 Btuh 3. Summer infiltration HTM 2578 Btuh / 410 ft2 Total window = 6.3 Btuh/ftZ and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 130 cfm 3840 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 29422 Btuh Sum of ventilation and structure loads = 30907 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 30289 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3840 Btuh Equipment sizing load - latent = 7432 Btuh Construction Quality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsaft Right•Sude Residential'" 5.0.12 RSR26015 2035-Jan•17 07 59.17 p. E:\Files\beater\VS245\VS245\245W1Z.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: ST. JOHNS VS-245 W/ONE ZONE 01-17-00 J: 7th Ed. 1 Name of room Entire House FOY LIV DIN 2 Length of exposed wall 290.0 ft 20.0 ft 22.0 ft 12.0 ftj4MANUAL3Roomdimensions9.0 x 14.0 ft 11.0 x 12.0 ft 11.0 x 12.0 ft Ceiings Condit. Option 8.7 ftheat/cool d 9.4 ft heat/cool 9.4 ft I heat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg I Clg ft") Htg Clg ft') Htg Clg 5 Gross a 14E 1.2 0.5 1106 85 207 113 Exposed b 12C 0.0 0.0 1104 0 0 0 walls and c 13C 0.8 0.3 310 103 0 0 partitions d 0.0 0.0 0*" 0 0 0 e 0.0 0.0 0 0 0 0 6 Windows and a 1 C 37.0 272 10053 0 0 32 1183 23 850 glass doors b 8C 37.0 80 2957 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 Rey 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0"*" 0 0""' 0 0""'* 0 0 f 0.0 0 0""" 0 0""' 0 0«"" 0 0 7 Windows and North 20.4 50 1022 0 0 0 0 23 469 doors NE/NW 0.0 0 0 0'*** 0 0""' 0 0""'" 0 Fooling CoolingE/W 58.4 245 14318 0 y 0 32 1741 0 0 SE/ SW 0.0 0""` 0 0 0 0 0 0` 0 South 30.4 57 1729 0 0 0 0 0 0 Horz 0.0 0""' 0 0""' 0 0 0 0 0 8 Other doors a 10 0.0 0.0 40 0 0 40 0 0 0 0 0 0 0 0 b 10 0.0 0.0 18 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 1.2 0.5 836 963 430 45 52 23 175 201 90 90 103 46 exposed b 12C 0.0 0.0 982 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 0.8 0.3 310 244 91 103 81 30 0 0 0 0 0 0 partitions d 0.0 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 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 0.0 2.2 1338 0 2978 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 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 0 0 e 0.0 0.0 0 0 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 0 0 11 Floors a 22A 6.5 0.0 143 927 0 20 130 0 22 143 0 12 78 0 Note: room b 19G 0.0 0.0 370 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 01 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 19.6 6.3 410 8021 2578 40 783 252 32 626 201 23 450 145 13 Subtotal loss=6+8..+11+12 23165 1045 2153 1481 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10° 2317 100 105 100 215 100 148 15 Total loss = 13+14 25482 1150 2368 1629 16 Int. gains: People @ 300 6 1800 0 0 0 0 1 y.. 300 Appl. @ 1200 2 1800 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 26747 305 2032 960 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100 2675 100 30 10° 203 100 96 19 Total RSH gain=(17+18)*PLF 1 00 29422 1.00 335 1.00 2235 1.00 1056 201 Air required (cfm) 1400 1400 63 16 130 1061 90 50 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrraghtsoi= t Right -Suite ResidentialT' 5.0.12 RSR26015 2035-Jan-17 07:59:17 ak E:\Files\beazer\VS245\VS245\245W1Z.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2666 Job: ST. JOHNS VS-245 W/ONE ZONE 01-17-00 1 MANUAL J: 7th Ed. Name of room BRKFST KIT FAM PWDR/HALL 2 3 Length of exposed wall Room dimensions 22.0 ft 11.0 x 11.0 ft 12.0 ft 12.0 x 14.0 ft 47.0 ft 17.0 x 18.0 ft 8.0 ft 12.0 x 6.0 ft 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ftz) Htg I Clg ft') Htg Clg ft.) Htg I CIg ft") Htg I Clg 5 Gross a 14E 1.2 0.5 207 113 310 0 Exposed b 12 0.0 0.0 0 0 0 0 132 0 75wallsandc130.8 0.3 0 0 0partitionsd0.0 0.0 0 0 0 0e f 0.0 0.0 0.0 0.01 0 0 0 0 0 0 6 Windows and a 1C 37.0 23 850 10 370 32 1183 0 0 0 yy glass doors b 8C 37.0 40 1478 0 0 40 1478 0 0 0*** Heating c 9C 38.7 0 0*** 0 0 yam' 0 0 0 0 0 0d0.0 0 0 0 0 f 0.0 0 0""" 0 0""' 0 0 0 0 7 Windows and North 20A 23 469 0 0 0 0""" 0 0 0 0 0 0glassdoors Cooling NE/NW E/W 0.0 58.4 0 40 0 2176 0 10 0 544 40 2176 0 0 SE/SW 0.0 0""" 0 0""` 0 0' 0 0" 0 0South30.4 0 0 0 0 32 973 0 Horz 1 0.0 0""" 0 0""' 0 0 0 0"*' 0 8 Other doors a 10 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 0 0b100.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0c 9 Net a 148 1.2 0.5 144 166 74 103 118 53 238 274 123 0 0 0 exposed b 12C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 132 0 104 0 39 0 75 0 59 0 22wallsand partitions c 13C d 0.8 0.0 0.3 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 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16 0.0 2.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0b C 0.0 0.0 0.0 0.0 0 0 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 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 01 0 0 10 0 0 0 0 0 0 0 0 11 Floors a 22A 6.5 0.0 22 143 0 12 78 0 47 305 0 8 52 0 Note: room b 19C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeterisdispl. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 19.6 6.3 63 1233 396 10 196 63 72 1409 453 18 352 113 13 Subtotal foss=6+8..+11+12 3869 761 4752 463 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 387 100 76 10° 475 100 46 15 Total loss = 13+14 4256 838 5228 509 16 Int. gains: People @ 300 0 0 0 0 4 i 1200 0 R* 0 Appl. @ 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 3115 1860 4963 135 Less external cooling 0 0 0 0 Less transfer 0 t 0 0 0 18 Duct gain 100 312 10° 186 10° 496 10° 14 19 Total RSH gain=(17+18)*PLF 1.00 3427 1.00 2046 1.00 5459 1.00 149 20 Air required (cfm) 234 163 46 97 287 260 28 7 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrg C; Hts.¢ft Right -Suite Residential*" 5.0.12 RSR26015 2035-Jan-17 07 59 17 At& E:\Files\beater\VS245\VS245\245W1Z.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: ST. JOHNS VS-245 W/ONE ZONE 01-17-00 1 J: 7th Ed. Name of room UPPER FOY BR2 BTH2 BR3 2 Length of exposed wall 9.0 ft 25.0 ft S.0 ft 27.0 ftj4MANUAL3Roomdimensions9.0 x 22.0 ft 11.0 x 14.0 ft 11.0 x 8.0 ft 15.0 x 12.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Cig ftz) Htg Clg ft') Htg Clg ftz) Htg Clg ft2) Htg Clg 5 Gross a 14E 1.2 0.5 72 0 0 64 0 216Exposedb120.0 0.0 0 200 i. 0wallsandc130.8 0.3 0 0 0 0partitionsd0.0 0.0 0 0 0 0e0.0 0.0 0 0 0 0 0f0.0 0.0 0 0 6 Windows and a 1C 37.0 30 1109 30 1109 0 0 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 0 0Heatingc9C38.7 0 0 0 0 0 0 i+ e 0.0 0 0""' 0 0 0 0""' 0 0" 7 Windows and North 20.4 0""' 0 0'""' 0 0 0""' 0*"" 0 0 0 0 0 0glassdoors Cooling NE/NW E!W 0.0 58.4 0'"»" 30 iek 0 2622 0 30 l;+ 1632 0 0 15 i 816 SE/SW 0.0 0 0 0 0 0 0 0 0 0South30.4 0"*'" 0 0 0 0""` 0 0"»' Horz 0.0 0`*" 0 0 0 0 0 0""" 0 8 Other doors a 10E 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0b10E0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 9 Net a 14E 1.2 0.5 42 48 22 0 0 0 0 0 0 64 0 0 0 0 0 201 0 0 0 0exposedb12C0.0 0.0 0 0 0 0 0 0 170 0 0 0 0 0 0 0 0 0wallsand partitions c 13C d 0.8 0.0 0.3 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 0 0 0 f 0.0 0.0 01 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 160 0.0 2.2 198 0 441 154 0 343 88 0 196 180 0 401 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 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 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.01 0 0 10 0 0 0 0 0 0 0 0 0 11 Floors a 22A 6.5 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Note: room b 19G 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0perimeter is displ. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 U 0 0 0 0 12 Infiltration a 19.6 6.3 30 587 189 30 587 189 0 0 0 15 293 94 13 Subtotal loss=6+8..+11+12 1744 1696 0 848 Less external heating 0 0 0 i«" 0 Less transfer 0 0 0 0 14 Duct loss 10° 174 100 170 10° 0 100 85 15 Total loss = 13+14 1919 1865 0 933 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 0Appl. @ 1200 0""" 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 3273 2163 196 1311 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100 327 100 216 10° 20 100 131 19 Total RSH gain=(17+18)*PLF 1.00 3600 1.00 2380 1.00 215 1.00 1442 20 Air required (cfm) 105 171 102 113 0 10 51 69 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gF-tsoft Right -Suite Residential" 5.0.12 RSR26015 2035-Jan-17 07 59 17 ACCA E:\Files\beezer\VS245\VS245\245W1Z.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: ST. JOHNS VS-245 W/ONE ZONE 01-17-00 J: 7th Ed. 1 Name of room BR4 MBR MBTH UTIL 2 Length of exposed wall 13.0 ft 28.0 ft 30.0 ft 7.0 ft14MANUAL3Roomdimensions13.0 x 12.0 ft 12.0 x 16.0 ft 12.0 x 18.0 ft 7.0 x 22.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF C5 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg W) Htg Clg ft') Htg I Clg ff) Htg CIg ft') Htg I Cig 5 Gross a 14E 1.2 0.5 0 0 0 0 Exposed b 12C 0.0 0.0 104 224 240 56 walls and c 13C 0.8 0.3 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 15 554 30 1109 26 961 6 222 glass doors b 8C 37.0 0 0 0 0""" 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0" 7 Windows and North 20.4 0 0 2 49 2 35 0 0 0glassdoorsNE/NW 0.0 0""' 0 0`"'" 0 0"*'" 0 0""' Cooling E/W 58.4 15 816 15 816 12 653 6 326 SE/SW 0.0 0 0 0" 0 0 0 0» 0 South 30.4 0 0 13 383 12 373 0 0 Horz 0.0 0 0 0""" 0 0 0 0 0 8 Other doors a 10 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 b 10 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 1.2 0.5 0 0 0 0 0 0 0 0 0 0 0 0 exposed b 12C 0.0 0.0 89 0 0 194 0 0 214 0 0 50 0 0 walls and c 13C 0.8 0.3 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 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 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 0.0 2.2 156 0 347 192 0 427 216 0 481 154 0 343 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 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 0 0 e 0.0 0.0 0 0 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 0 0 11 Floors a 22A 6.5 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19C 0.0 0.0 0 0 0 0 0 0 216 0 0 154 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) if 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 19.6 6.3 15 293 94 30 587 189 26 509 164 6 117 38 13 Subtotal loss=6+8..+11+12 848 1696 1470 339 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 85 100 170 100 147 100 34 15 Total loss = 13+14 933 1865 1617 373 16 Int. gains: People @ 300 0 0 1 300 0 y:: 0 0 0 Appl. @ 1200 0'""" 0 0 0 0 0 1 600 17 Subtot RSH gain=7+8..+12+16 1258 2164 1706 1307 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100 126 10° 216 100 171 100 131 19 Total RSH gain=(17+18)*PLF 1.00 1383 1.00 2380 1.00 1876 1.00 1438 20 Air required (cfm) 51 66 102 113 89 69 20 68 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtso C Right -Suite Residential- 5.0.12 RSR26015 2035-Jan-17 07:59:17 ACCK E:\Files\beater\VS2451VS245\245W1Z.rsr Page 4 RIGHT-J WINDOW DATA 0 DEL AIR HEATING,AIR CONDITIONING,R Job: ST. JOHNS VS-245 W/ONE ZONE 01-17-00 109 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 FOY LIV a n w a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 54.4 32.0 0.0 DIN a n n a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 20.4 23.0 0.0 BRKFST a n n a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 20.4 23.0 0.0 b n e a c n 0 d 1 1 90 1.0 1.0 12.0 7.0 54.4 40.0 0.0 KIT a n e a c n 0 d 1 1 90 1.0 1.0 12.0 3.0 54.4 10.0 0.0 FAM a n s a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 30.4 32.0 0.0 b n e a c n 0 d 1 1 90 1.0 10.0 2.0 7.0 54.4 40.0 0.0 PWDR/HALL UPPER FOY a n w a c n 0 n 1 1 90 1.0 1.0 1.0 5.0 87.4 30.0 0.0 BR2 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 30.0 0.0 BTH2 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 15.0 0.0 BR4 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 15.0 0.0 wrnghtsoft Right -Suite Residential- 5 0 12 RSR26015 2035-Jan-17 07 59 17 ACO, E:1Files\beazer\VS2451VS245\245W1Z.rsr Page 1 MBR a a a a t1 n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 15.0 0.0 n s b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 15.0 2.4 MBTH n s b c 0 d 1 1 90 1.0 1.0 1.0 3.8 30.4 14.0 1.7 n w b c n 0 d 1 1 90 1.0 1.0 1.0 3.0 54.4 12.0 0.0 UTIL n w b c n 0 d 1 1 90 1.0 1.0 1.0 3.0 54.4 6.0 0.0 ti wilghtSOft Righl-Suite Residenlial- 5.0.12 RSR26015 2035-jan-17 07.59 17 ACCA E:\Files\beazer\VS245\VS245\245W1Z.rsr Page 2 ti Must have a ninlmun cleardnce of l Inches around the air handler per the State Energy code. MI duct has an r=6 Insulation value, I N Z CLI S p LJ N LO fCli ZO CC N E Ui J5 O S Q E Enll-jWa Must have u FdnMun CIOW'arlCe of 4 InCheS around the air handler per the State Energy Code. All duct has an r=6 Insulation value. Y u Z [E1 n o N W w Q C6 C; O J l. L0 U W m GN Lj I N W O ) N t w > Z p W Q O Q C CD ILJ(nac 0 BOWEN ENGINEERINd CORPORATION EBW205 1426 VASUM 9i'REET' OFL ANCO, PL 02W4 i G I , F)j1.0 8 „y 'l 1, 9EC JOB No. JOi NAME SHEET NO, OF C/LCUTATEo eY OAT% DRAWN St DAM M J 51 LL , SUM a 5 c E 1e S o,r s TV K 6 54 ai 4 It (FLA . J50C.- copy' LATaar) ED ITfou C 0141 sYasP (p". S1„v4.-COOS Ld'U&-r) e.D rT1Ca 13/4 to 6,1 m • G -MAX W/ CZi b/Ib" T..p Co.$ a lil y Mirs E..6eA 4 d 0@ Re, N ORC-EN E_j4 / 1 q C$to4 % w I woe&y . n-1-.e iebloelocoeg 1 Moat-ioe l "I 7 APC-$ CAST r Gz p C Ad d o the Mve p 5EA I..... CS.1 co. -.Ip ) 446J pep T,' Q +. P G I J 2 E e R E C p M - o T'O S. L. 4 N . T x i r. 0-; o ¢ GI " :5 r Bloal Dr., { `}-o '4 s4,m„oP Ixp m Ph lUr i_.oi LoreQ 9 , or Wd10V'AF t:. . 'cIto. MA N VA CIA JQr-- P "JPFC.'.7 . v JUL-26-2002 02:52 AM P.03 IMrwt•piMM 0ijri NtK1)1S W '" f1 nw 70; rr,y f1w HUMANE ENGINFEjuNG &- TESTING lNG U11 orrn 'tat cAli P taar Tese July 12tk 2001 REKRT NL1MM HE 14l1.1041 hWRIFACTURM: W;., I". 9300 Mir Drh% 3Ub 107, BI 1VIo U, GA 91731 ThNI' LMIATIO . Hurricane KnOinewinO & 7'edlej Inc. e9N NW 64 Sum Wit. 33166 NO'1MA'T1oN No: I11MIDZ9 (NE&JA -DADS COL' N, MORMA) 9BCC! LiMG No,: TL - 95NA VAN (''itR IPWATION'' NINHEK; 014417.03 PRODUCT; HuUow CK-m%Hbrck WA11lWindow PRW`UCT DlrSaRWM)4; HoUow G614 Bloc KwAinol Dimeruioor; 7 314" X 7 314" x 4" PRODUCT SIZE: 72" wid0 x 7Z" hi0h DRAWING KI M: "-1a. Al-FwW COM011 ton. DUM 4.12.97 NO1'E: KETlrlawrpwJdruwtna( is un lnlrxrjd Ew!-( qPfhu rgWL DE61ON LOADS 40. +W ad 4K TEST WCIrENED BY (Mai or pm"W) Jyod WTI N AIL PhD. =TO Mr, Lomudo Q Uvb* E. I. (WTI) WM17NNO BNCINEER: Hector Ito. Mmw, P.B. (%Tl) _ U32 NW 40 &W. WMh , "G, 3314. ph" (ael)1 ?.W fw (MI S?•1033 Mw%mwjUmwd"llr4."m e - .Z' _. •^,.,^7.6-1; IAI.4 vG'. i`. . bi T wq i1 NFY i AIM";N M 4N01ltiwrtiJam. 1d. " 1'M Cvwwwuc d on Dwalla PRO®UCTi Fixed HeHow ciIM DIM* wal/wlndowORAM>7 rION OF U.`M 4)va dl fiii: 7211 aido a 7Z" high Ne. t Stz• LV e.; Nana fbod MATERIAL CItARACTMUsTIC's aboint At twidt 7 W x 7 31411 x C, Hellew CAHloolo abltinrAtathOd: ll.M.lm GIM B1odc M"Ur MMWdIA8 As7A1 397 ftr Tyte s " Wo tar MYS& OpudM: 72" wbde z 7Z" Kish i3ct31i our L CLASS !LOCK itC? I OWNens.. now. 1+. tirolwt jdnt• w.n tahntaeo•d wid . I•s.'lr' wid• ro lbw y" (e- o c ,.•..>.) owl.,l W11: 100+..weea....lot ww epplwd •kxhg *o ohac.t I timing beftywwoodluckwWslamblookmL1• e+ah. s Hke wew bwtsUed is a 4x10 thoxdrAl SYla q2 wftd *um. INaTALLA22ON rERLMETER A I-W4"w x 24"x 0.037" tldak wan tle wn bcoo d 10 d w iothot. t slow bioo a and wLowd to ow s wdt (2) 010x11/V wow MMM W" wedwm x• vR Na MLTI-M-IM hp a a 7, iea., r h.+1r c .I' JUL-26-2002 02:52 AM P . 04 P. °_R t 1 r M4il(Mou Tro I hi.rr vw TOM11N .I my Fro +1(ei7{tigli, NR" i d e Teumm Joe A aoe 15 , T9w Kull one on P 1fiatm A W@ ioa I,« - - Define a sd mmim) Rowwety noon&) E' W tat +64 101 1 0.06 1 11.h7 I (UN1 1 11111 1 sn i r 4 ez n.1 o.11n INt n l -M ILQfi I U4 1 30 Half test fi4 OAR Q. O.OR Toopfl10 0.29 OA CUL AO 100 0 Lae lad wr? Nt 0.17 0.02 115 0. 9 30 Vo•.,. a.wwe f t" "m PWYWMW m aacaroanae WM A.7In0 WOU-M Cf xdwiar The *YAM Mu awd is "=dame Mlu Protoeol PA-94-202 ofMlaW-Dade Comq, Rloeld& wiawut my dwiuloa% sod mot ow pwfivmmv roquinemeau OrA,TM E330A0. It aLbu wA On ee of So+tt m BwWr4 Codo eoWo 1701.4. nmsnWlo Mee iatad st to oott ts" d Nf17I ',' Y'hO ahmm reahr wpe rrhfabted WNS dw dwtgnated left msfhnda Wtoh Ndlemv eapitaner ulth Of perfOmwmoe PO"ft t O t Qfth r#W iteedspwj/wahow. Thle report don WA comfOre cengloot/on ofMe specowpo tested, 9Yed WMt Ali, Ph. D. P.B. p"Odont t u Median, RaddW laahau ROW No. h19TW-IO4t Np 3 0 J. yY V / M 1 A M I•t7AOE al IAA11-UA U E COUNTY. FLORIDA METRO-AADE FLAGUR 13UILDING PRODUCT CONTROL NOTICE, OF ACCEPTANCE PGT Industries 1070 '1'echnology Drive Nukon)is ,FL 34275 BUILDING COUF. CONIPLIANCF OFFICF: 140 w1:91' Ft.tlGLER 1'I'IME-1% SUITE 161)3 MIAMI. FLORIDA 33130-1363 305) 375-2901 FAX (305) 375-2908 t)\ 1' W.11'Ult 1M-TNNING Svc. I los 305) 375.2527 FAX 1305) 375-25Si JOS) 371-29(06 F.\X (305) 37S.21)(IY 111MMIC' 1' C'()\ 1'RUL DIVISION Your application ti)r Notice of Acceptance (NUA) ol': (305) 375-21M FAX (305) 372-633-) 1 " x Std. Wall - Aluminum Tuhc Clippecl Mullions under Chapter R 01'ttie 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; CountyBuildingCodeComplianceOfGcc (BCCO) tender the conditions specified herein. This NOA shall not be valid alter the expiration dale 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; useofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval. if it is determinedby13CCOthatthisproductormaterialfailstomeettherequirementsoftheSouthFloridaBuildingCode. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-0912.05 EXPIRES: 06/23/2006 Raul Rodriguez Chief Product Control Division THIS IS TlIJ COVERSIIrET Srr .1DDITJt7N,11. 1'ACFS F1 12 S1'F. 1FJ ANJ) GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COLN1j-,IITTFF This application for Product Approval has been reviewed by the DCCO and approved by the: Building CodeandProductReviewCommitteetobeusedinMiami -fade County, Florida under the conditions set forthabove. AIT110 V ED: 06/2.9/2001 1i0450001\ pc2000\\temp1ate%\nouce ucept.,nce cover pAte.dot ff7olt 4-" Francisco J. Quintana, R.A. Director Miami - Dade County Building Code Compliance Office Internet mail address: posem:,slcr(ail)uildirtgcodctlnlillc.co111 0 110111clulgC:1111p://IVWW.huildinLcodcunline.com or 2, PCT Industries ACCEPTANCE No.: 00-0912.0-5 APPROVED JUN 2 8 2001 I:\PIIIEIS JUN -2 8 2006 NOTICE. OF ACCE'PTANCE: SI'I- Clrl CONDI'I'10NS 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the -South Florida Building Code (SI"BC), 1994 Edition for Mianli-Dade County, for the locations where the pressure requirements, as determined by SF13C Chapter 23, do not exceed the Design Pressure Rating. values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 1"x Standard Wall - Aluminum Tube Clipped 1lulliou and its C0111p011cllts shall be constructed in strict compliance with the rOIIO%ving documents: Drawing No 6620, Sheets I through5of5, titled "I" Std. Wall Mullion Arrangement Detail", prepared by manufacturer, dated 4/28/00, signed and scaled by Robert L. Clark, I'.E., bearing the Miami -Dade County Product Controlapprovalst31111); with the Notice of Acceptance number and approval date by the Miami-DadcCountyProductControlDivision. Thesc documents shall hercinafler be referred to as the approvedrawings. 3. LIMITATIONS 3.1 This approval applies to clipped structlural mullions to be installed vertically or horizontally, asshownintheapproveddrawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either I x2x.125 (2 anchors) mullion or Ix4x.125 (4 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures arc to.be limited only to those appearing on charts rcfcrcnccdaboveandalsolistedintheindividualwindow's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with theapproveddrawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABEIANG 5.1 Each unit sliall bear a permanent label with the manufacturer's name or logo, city, state andfollowingstatement: "Miami-Dadc County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of tllc following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each floor and/or fixed lite attached to mullion. 6.1.3 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. 6.1.4 Any other documents required by the Building Oflicial or the South hlor'd- Building CodeSFl3C) in order to properly evaluate the installa ' 110 1 )is system i Manu Perez, P.E. Product Co Examiner Produ ontrol Division 2 PGT Industries ACCEPTANCI. No.: 00-0912.05 APPROVED JUN 2 8 2001 E.X11111EIS JUN 2 8 2006 NOTICE. Oh ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after n renewal application has been filed and the original submitted documentation, including test supporting data, engineering docuntettts, are no older than eight (8) years. 2. Any and all approved products sliall 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 bccn 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 Acccptancc holder has not complied with all the requirements of this acceptancc4, including the correct installation of the product. d. The cnginccr who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any rcvision 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 bccn requested (through tic ding ofa revision application with appropriate fee) and granted by this office. S. Any of the followingg shall also be Grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsetnent of any product, for sales, advertising or any other purposes. G. 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 rescnl the copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acccptancc. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. I"ND 01" THIS ACCt.11"T kNCI: Marto - Per z, P.E., Product Co trtfi •xamincr Produ 'ontrol Division ANCHORS: f1Pl. 8-. RP. T' OR b' IIUIUON MOAN (IbS\ GLAZr+G PROOUCr GL42WGPROOIICr W w . wi#w2 2 )_ w NDOWS MUI. L D TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 MAX OPENING = W OR {YI+W2 MULL LENGTH = H ANCHORS; Y' OA b' I1OM CNOS r HI i)' P. I HARUONHI LPRODUCTPsoomjH - HION2 1) WINDOW MULLED W/ ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING - •H OR H 1 +H2 MULL LENGTH = W NOT e FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS Z 3 AND 5 2. * WDOWS MAY 9E MULLED TOGETHEj% TO A MAX. OF 5 LUM J. bULLIONIS ARE APPROVED FOR &PACT & NON -IMPACT 4. REFERENCE TEST REPORT F7t-2902. 2903 AND 2975 i1PL it' AMCIpRS; TYPF. 6: C. OR b. MOM CABS l H GLLTYLG PROOIA:r N Y rYP, YLRIA7H y N GLt2/+ CT ffPRODUCTw L---F—w1 w W wHw1 H: MNN2 12) WINDOWS MULLED W/ ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 I11) MAX OPENING - H OR H 1 +H2 MULL LENGTH = W OR W I +W2 142) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 T INDUSTRI i A CPAVS. rwr. a . C• OR b* 6OM fhR1S P. J.P. RoWnL43YXIP. R 1 11 N STD. RE039712 fora rarraar OIN[ P.a au rl11 Shwhuml I Mmom R N27S IWOKO ; n 3i274 1 W ' GLAZWG PROD ICr L " MC NI PAOLNC, PNOOIIC! PAOOIK! IIII— wt--I—w2—I—wl-1 w 1 w - wt.w2#WJ H - HI N2 MULTIPLE WINDOWS MULLED LION£ ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MJ) ILU OPENING - H OR H 1 +H2 MULL LENGTH - W OR WI+W2tWJ AN) MAX OPENING = Wi+W2 OR W2+WJ MULL LENGTH = Hl AlMOVEO AS mYPLYW i SOUTH ILOWA GULLbIG n n1oo Tyonniat o vnloHwLorw 000e caflnuMCE LYNd 00- iglt.o: TENT DETAIL WALL MULLION Musts NTS 1 5 1. 6620 i I - G r t, -4LJDM —\Fl [I' JLEVIL I' r-2OR W4 & CIA- oppo&nr SAM 0, wg CinrLAM:rs 0,11, CEO FO rO4. A ....... (SO AS AO 70 MAW =m GIAA& AS 5100 21 (Ty L4r-w orwn) Is tms (loll) mny Be aAw CDLWV Par. FOR I' WILL ""bom TYPICAL MU1110 x: 1- 2' OR 41 112 rusu.s. S& WMca &V ra ft7vulm TIT wlw LACK MIA) SEEMaIr it Ij Ulm P- 0 ScRcw (off/) 4 pfomrw W70 P= JKA a ar C,=SS A0~ 40. SEE molt Il TYPICAI MILLION To SIN UCTURE WITH BUCK TYPE 'iq-' I. FOR MULL SIZE AND ouANrirr or ANCHORS REOL#RED SEESHEET5- FOR ANCHOR LOWAMS SEE SHEET J. OuANTITYorANCHORSFORQULL-TO-CLIP IS THE SwE ASTHEQUANTITYOFANCHORSFROMCLp_ro_oprVAtC. 2REFERENCETarREPORTFTL-2902. 290.3 AND 2975 WaRIML. R O"ANrffy OF ANCHORS SHOWN ARE FOR A PICTORML EPRESENTAnOMFORCORRECTOUANnryOFANCHORSPLEASEREFERToCH4RTSANDrjVOTHECORRECTMULLSIZEANDPRESSURERro*D FOR YOUR SPEC#IC APPLICATION. r-2' OR 4'-1 mw 112 rot Sm I SrAGG(Rfp ON opposw 5"!s ro T sawrAr wrm 210 Tr L4CM ODo(*) mrK if Wow ( 2461) CZ Uftom;wrolav wo MOCK 5rMXnXL fAt rAST[WMSC KM of &XCVEAWYowo. ser morr JPI P- G-r 01 LULLAN 107ff. S-vs. I. . STAGGMV OM son SO AS Aar ro NWNTAC WrIh........ J: #Mir ryp c4c1CA) scr NOCE ' 41 MOWN (7441) MML 11 Pfft?JIAnM OVIO cawmw M k0ow SMLCnM. AII F451tACM5 777— A%Gr K aw COLWY ser Noll it MMICAL AIULIAIN TO STRUCTURE wiLy WOOD SUCK AND COW r 'n" .. ETYPUm"Mr-P.J.P. INDUSTRIESCLIP & rAc y RobotL VI t Fi- k I " STD. PENW12 0070 frcmocvPASox 13" locow It 74275 MOKad% It 2#27.1ALLATIONDETAMULLSINTS12 -5 APMWWD AS COWJVIW ' HE SOUIRFLORGASMOM.. - 4 O-V— A&1110 1 ey In"Tramosm 0 AM0'fAJ6jM000-o'?I* I- A` 6620 6- A IMPORTANT. QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY FOR CORRECT OLIANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'() FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR I x MULL MULL SIZE I x 2 x ; I 1 x 4 x MIN. FROM ENDS (T(P) f LAX I " MULL CLIP TWO (2) ANCHOR LOCATIONS ExTRUSION oWc I logg MIN.- I" MULL CLIP FOUR (4 AN) CHOR LOCAnaAfS EXTRUSION ow / Fogg 218 4 7 MIN. FROM ENO (TYP) kF A 1 " MULL CLIP W/TABS R IuOV D TWO 2) ANCHOR L OCA TION5 Ex "em DMZ / 1099 MIN. FROM I { END (TYP) I" MUl L CLIP WAABS REMOVED FOUR' 4) ANCHOR LOCATIONS EXTRUSION OWG / 1099 aSOUTFIi4(q{M L Y Lwl o*tdw 1101 mom SM0104CODEa1 rrsstirs r 00-09IZ P.J.P. 4/28/00 INQUSTR{ES 1 " MULLION CLIP ANCHOR LOCATION t ,Q[ Q rcC/ FFrs: 1 " STD. WALL MULLION1. REFERENCE TEST REPORT FA-29OZ2903 ANO 2975 ( /L TORT tEaMOFocr mw P.Q am #3" 1.1i. - itJ427S Nomat it J4274 LULLS NTS 3 5 ' 6620 1 x2x.125 t OPENING WIDTH IN INCHES 2 Anchors 1 56 60----- 70 ! 80 ( 90 ( 100-T 116 O 42 48 50.625 129 ( 115 107 83 _ 73 _ 67 104 63 52 103 61 50 103 1 103 61 1 61 5749497061 ; 55 w Z 3 z_ LU 54 60 631 66 72 76 78 84 90 101, 1441 57 49 44 1 41 39 38 38 41 35 t 31 35_ 30 • 27 30 L 26 23 I 29 27 26 25 22 212423 I 21 19 18 18 23 ! 17 tg_, 16 1 - 2017171 I - 18 15 103 61 49 1 131 1 103 F 61 l 49 38 25 1 20 I 17 103 61 49 38 25 20 17 tx4x.7[a 4 Anchors 50 60 70 OPENING 80 WIDTH IN INCHES 901 100 110 120 i 130 160 i54 42, 170 170 50.625 170 170 60 170_; 63 110 66 1 00 72 142 i 170 Lt 70 170 170 160 145 1 120 170 170 i 170 1 170 1 157 141 I 127 I 105 170 170 170 I 170 j 143 128 115 95 170 1 170 176 170 170 170 170 1 170 170 170 170 170 170 162 • 1 170 .1 170 170 170 170 r 158 157 157 157 157 134 1 127 124 122 122 122 119 1 112 1 108 106 106 106 106 1 100 1 96 93 92 92 87 81 77 74 72 71 U) J j 76 120 1 102 94 90 83 81 74 74 68 69 63 1 65 60 63 57 61 55 59 5378 84 90 88 75 65 1 59 53 1 49 1 46 44 42 40 72 1 60 53 47 43 1 39 1 37 35 33 31 96 Q8 111 1441 59 50 43 l 38 1 35 1 32 I 30 28 27 24 41 35. 30 27 24 1 22 1 20 19 18 16 38 3z 17 ! - 28 I 24 I 22 1 20 1 19 17 16 NOTES I. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET J. REFERENCE TEST REPORT FTL-29OZ, 2903 AND 2975 RobedLCluk.M PE 439712 Saumm Vertical Mull Mull Length Open ng Width Horizontal Mull F---1Open W0111 I_ Adult Length Multiple Mulled units I Mull Length I 1 I Opening Width APP IOVEOO AS ACOMPLY N1 sournr4Un L tlal n 3 oA oM OlIL0Y1G CODECOIYIWKE OFf 00 -09. a. FIZT 4F P.J.P. ' 128100 INDUSTRIES PRESSURE CHARTS raw: I" STD. WALL MULLION tom I[CMI a=r Ol1bE PA LOT Is" x a 34M AgMOMM FL3427. AdULLS NTS 5 N 5 6620 34 2 Ix STD.' WALL MULLS MAT'L: 6063—T6 i 1-4- 3 i 8 (TYP) Oft"0AS COWL"' .Nt M le M M O fiEQ i11C1 OMSCM . UIdNGCalE00NrlWKE i KCHTiN-9 NO 0 0 -0 4 # i . TDow w P.J.P. "412e/00 1Nousswfs PROFILES NOTE: RobwL, 2 8 i " STD. WALL MULLION1. REFERENCE TEST REPORT FTL-2902. 2903 AND 2975 P.E.IM12 #am tcawoLoor m* •.a tour s3 scab Swaww r+ora4Q n j4m Amain .4n4 MULLS NTS 4 « 5 6620 i INSTALLATION MULLION ANCHOR ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET — CENTRAL FLORIDA B.0• MANUFACTURER NANZ a WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A -A v EXTERIOR ELEVATION MULLION II i DIE NO. 1445 II I II I II I I I I INSTALLATION R FiLE # 4 o 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE SECTION B-B ANCHOR TYP.) i SEE NOTES a ° a #2 & #3 0 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: - - - - DRN: J=PRID: DATE: 3/1 7 /02 WT/FT: - - - - SCALE: ,-I ALF MAIL: - - - - DWG NO: CEN-0454 PREPARED Or. PRODUCT TECNNOLOGT CCRP.. 250 MTERNATIONAL PKWT, NEATNROW. FIORIOA 32746 PNONE 407-605-0365 FAX 407-505-0366 4 t, ; 7r 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 "r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULUON SPAN AND WINDOW 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 407 806-0366 „ CA020039 12-Jon-2002 01-1201 6A t GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 25.500 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 A CHART APPLIES ONLY TO MULLION *1"5 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 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32M PHONE 407 805-OM I FAX 407 806MW CA020122 FEB. 19, 2002 02-0217 A rf GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WOW. WTH. > WOW. 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 91445 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. PRODUCTS APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805.03651 FAX 407 8064M CA020123 FEB. 19, 2002 02-0217 MULLI"" ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION NCHOR YP. ) 6 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A -A A B MULLION ANCHOR BRACKET I I I V JLLION D'= N0. 1446 II I it I II i I' INSTALLATION ANCHOR TYP.) a a c -r- v SUBSTRATE SECTION B-B CF'N RA.L FLORMA B. 0. A. r'. L, MANUFACTURER rimEXTERIORELEVATION _<EdE&aL ,4LvMINun* NOTES: ASTER FILE # 5 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. SEE NOTES o # 2 & #3 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 IN TALLATIOIV DE TAI- EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOODAREA: ORN: JS APRVO: ---- DATE: Z% FRAMING. WT/FT: ---- SCALE: HALF MATL: ---- Owi. NO:`_'I_v_-` PREPARED BY PRODUCT TECNNOLOGY CORP., 250 NrERNATIONAL PNwt. MEAtNROW. FLORIOA 32746 NONE 407-60$-0365 FAX 4„7-!i5-J:_? Ak. 6 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE 101446 FLANGE VERTICAL S.H. SIZES WOW. WTH. > WOW. 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 4}CHART APPLIES ONLY TO MULLION 01446 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 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805MW CA020035 JAN. 11, 02 01-1201 4A.Iq. GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL P.W. SIZES WOW. WTH. > WDW. 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 MULUON 01446 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*M I FAX 407 805-OM CA020036 JAN. 11, 02 01-1201 r ZZ- MULLP ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION NCHOR YP. ) 8 SELF TAPPING SM S ( TYP. ) MULLIUIJ DIE NO. 1448 SECTION A —A MULLION ANCHOR BRACKET i I MULLION II I DIE NO. 1448 II i II I II I I INSTALLATION ANCHOR TYP.) SEE NOTES g2 & #3d ' 4 7/ SUBSTRATE 1 a A SECTION B—B B CENT , B MANUFACTURERNAME,- , EXTERIOR ELEVATION NOTES: a 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. TITLE, 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 _ r AREA: ORN: APRVO: SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD ---- JS FRAMING. WT/FT: ---- SCALE: HALF MATL: ---- OWG NO: GEN-C__ PREPAPED 2T- PRoouCT 7ECtiNCLOCr CORP. 250 iNTERNa71=ROVC RCRiOA 32742 PHONE a07-605-0565 FAX I GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WOW. 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 01448 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 APPUCA TION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 806MM I FAX 407 805-03M 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 WOW. 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 x HART 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 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805MW CA020038 JAN. 11, 02 01-1201 SHEATHING BY OTHERS 8 INSTALATION ANCHOR SCREW SHOWN (TYP ) EXTERIOR --\ FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER CAULK BETWEEN FIN dt SHEATING 1" MIN. EMBEDMENT 2 X WOOD BY OTHERS 8 INSTALATION ANCHOR SCREW SHOWN (TYP.) SHIM AS REO'D. 2 X WOODSEENOTES) BY OTHERS FIN TYPE CAUL" ETWEENWINDOWFRAME / $f{ER a FINJAMB6r0,.._ri5 L— SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH EXT R XT RI BY OTHERSERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2HEIGHT r—WINDOW WTH.--1 FIN TYPE — VANDOW FRAME SILL SILL STOOL BY OTHERS PERIMETER CAULK BY OTHERS 8 SCREW INSTALATION ANCHOR SHOWN TYP.) ExTEMOR FINISH 1" MIN. BY OTHERS EMBEDMENT SHEATHING SECTION 1 By OTHERS WINI H( SHIM AS REO'D. SEE NOTES) 2 X WOOD BY OTHERS CAULK BETWEEN WINDOW FIN dl SHEATHING ANCHOR (TYP.) SPACE TYP ) TYP ) X. (TYP ) ELEVATION VIEWED FROM EXTERIOR J MINI i'AZ'R NA S CcNE&L &I -UM' UM TER FRE # 3 COMPARATIVE ANALYSIS dE ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF #8 SCREWS NO. OF 0.090 DIA NAILSSIZE (INCHES) CAPACITY IN PSF REO'D IN FRAME REO'D, IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL O EA. JAMB E-D7 SILL O EA. JAMB 16 X 30 109 109 2 2 2 2 2 3 15 X 40 83 83 2 2 3 2 2 3 16 x 50 63 63 2 2 3 2 2 3 1 x 2 3 20 X 30 86 86 2 2 2 2 2 20 X 40 73 73 2 2 3 2 2 4 20 X 50 59 59 2 2 3 2 2 4 x 4 48 2 2 3 2 2 4 28 x 30 57 57 2 2 28 X 40 52 52 2 2 3 2 2 3 28 x 50 46 46 2 2 3 2 2 4 28 x 60 40 40 2 2 3 2 2 4 30 x 30 52 52 2 2 2 2 2 2 30 x 40 49 49 2 2 3 2 2 3 30 X 5o 43 43 2 2 3 2 2 4 30 X 60 40 1 40 2 1 2 3 2 2 4 38 x 30 41 41 3 3 2 I 38 x 40 40 40 3 3 3 3 3 3 38 x 50 40 40 3 3 3 3 3 4 38 X 60 40 40 3 3 3 13 3 5 40 x 30 40 40 2 40 x 40 40 40 3 3 3 3 3 3 40 X 50 40 40 3 3 3 31 3 4 4 x 40 40 3 3 3 3 5 51 a 72 40 4 4 1 4 1 4 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, ALL h JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY WARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALWIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUCS, USING 0.090 IN. DIA NAILS OR #8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED OATH NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. 4 awigaRviammmilm 1001 W. Crosby Rd. • Corrol8on, TX 7SMS • PA. 9oI 919022 DR—C 0ESCIkW1Q- ASSEMBLY DRAWING SERIES 1140/1940 TDL SINGLE Hi;ING WINDO'N TY 7532 2a I N/A I SLL :4Tc SYM R!`OSON 3+ r rl _ G ,*_, i 1 i i 11 /05,01 , ti L, ONE BY WOOD — BUCK BY OTHERS CAUL( BETWEEN WINDOW FLANGE k WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXTERN WINDOW HEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULKBYOTHERS SHIM AS REO'0 SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON SHOWN CAULK BETWEEN WOOD BUCK R MASONRY OPENING BY OTHERS d 1 1/4' MIN. EMBEDMENT m 1/4' SHIM_ SPACE MAX. BUCK HEIGHT SILL STOOL BY OTHERS BUCK WIDTH 1/4' SHIM FLANGE TYPE SPACE MAX. WINDOW FRAME JAMB ONE BY WOOD GEi[ L &ALL.e FLORMA. B. O .A.F. o I. f BUCK BY OTHERS __ t—BViNWALC URMNAM EMBEDMENT oSHIM AS REO'D (T' gPiV RA L U Cd IN U M SEE NOTES) r YQTF'R FLEE A CONCRETE OR MASONRY OPENING BY OTHERS d INSTALLATION ANCHOR 3/ 16' OIA TAPCON SHOWN PERIMETER CAULK I BY OTHERSCAULKBETWEEN WOOD BUCK & WINDOW WIDTH MAS'Y OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANFINISHSECTION2 WOOD BUCK BY OTHERS WINDOW WITH. A B C D E i K 2 WINDOW HGT. F G H I CAULK BETWEEN WINDOW FLANK h PRECAST SILL WITH VULKEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 r_ Nc AI NOTES: 1) SHIM AS FEO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATEIWL ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TOTHESUBSTRATEWITHVULKEM110ADHESIVECAULKORAPPROVEDEQUAL4) APPLICATION OF VULKIM 116 ADHESIVE CAULK 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 E13DO GLASS CHARTS. SINGLE GLAZING LS SHOWN. INSULATING MASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT AM APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. 1 1 ELEVATION VIEWED FROM EXTERIOR 0/ . pZ z-- o-z COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WIDTHMOGHT EXTERIOR INTERIOR HEAD JAMBS SIZE 1219 1/1 X 26 99 99 B G F.G 13191/6 X 36 3/6 76 78 59 B F.G 1414+4 19 f/ s X 50 sp 19 1/ 4 X 54 SA 59 54 54 B B F. G F.G 14+5191/2 X 55 S/9 32 52 B 15 19 1/I X 63 45 45 B F.G 16 19 t X 72 40 40 F 1H3 26 1/2 X763/1 51 51 9 FG F:G 1144 26 1/2 X 50 SA 44 44 B F G 1H4+4 26 1/2 X 54 &A 42 42 B F.G 1 H4+ 526 1/2 X 55 s/s 41 41 B F.G INS 26 1/2 X 63 40 40 B F.0 1 6 v2 X n 40 40 F 3OX3 30 1/ 2 X 26 30 1/ 2 X 36 3/s 14 44 B F G 3OX4 30 1/2 X 50 s/s 40 40 B F.c 3OX4+4 30 1/2 X 54 5/8 40 40 B F,G F.G 3OX4+5301/2 X 55 6/6 40 40 40 40 B B F. G 3OX5 301630 1/ 2 X 63 30 IA If 72 40 40 f 1 22 37 X Z6 51 51 F.G 2337 X 36 3/6 40 40 B F,G 2437 X 50 SA 40 40 B F.G 24+4 37 X 54 s/s 40 40 8 F,G 24+5 37 X 55 s/I 40 40 8 F,G 25 37 X 63 40 40 a F.G.H,I 37 X 72 40 F 5 4636 46 x 5 46 X363/0 46 40 40 B B G F. G 4650 46 X 50 IlA 40 40 8 F.G 464+4 46 X 54 V11 40 40 B F,G,H.1 464+5 46 X 55 we 40 40 B F.G.H.1 4063 46 X W 40 40 B F.G.H.1 34 53 1/s x 26 45 43 B F.G 33 53 1/6 x 36 3/s 40 40 B F.G 34 53 f/2 X 50 s/9 40 40 B F,G.H.I 34+4 53 1/1 X 54 SA 40 40 a F.G.HJ 34+5 53 1/1 X 55 5/5 40 40 B F,G,HJ 35 53 1/6 X 53 40 40 8 F.G.H.I 6 53 t X 72 40 40 B F H 1 mm. 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF AWED IN TEST. 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. TAPCON ANCHORS OFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON QUART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL FACTORY OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER ACTORY APPLIED INSTALLATION HOLES. 5) IF EXACT WINDOW SZE IS NOT USTED IN ANCHOR CHART, USE ANCHOR QUANTITY USTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. SHEA BY C CAULK BEHIN EXTERIOR FINISH BY OTHER PERIMETER BY OTHERS FIN TYPE WINDOW I HEADER GLAZINE cSEE NL. _. EXTERIOR FIN TYPE FRAME Sli PERIMETEi BY OTHER EXTERIOR FINISH BY OTHER'. CAULK BE SHEATHIN., BY OTHERS VINDOV WIDTH —% 1/4' MAX SHIM SPACE 2 X BY WOOD BY OTHERS SHIM AS REQ,D. 2 x WOOD BY OTHERS FIN TYPE WINDOW IS INSTALLATION FRAME JAMB ANCHOR SCREW GLAZING I' MIN SHIM AS RE0'D (SEE NOTES> EMBEDMENTdN . MAX. SPACE WINDOW HEIGHT WINDOW HEIGHT IL S IEO'D. 1/4' MAX. SHIM SPACE 48 INSTALLATION 4NCHOR SCREW 2 X WOOD BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS 49 INSTALLATION EXTERIOR ANCHOR SCREW FINISH CAULK BEHIND FIN BY OTHERS SECTION 2 SHEATHING BY OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF •8 SCREWS NO. OF 0.099 DIA. NAILSSIZECAPACITYINPSFREOUIREDINFRAMEREOUIREDINFRAMEciNCHES) VIDTH/ HEIGHY EXTERIOR INTERIOR HEAD L SELL 2 £A JAMB HEAD L SILL 2 EA. JAM.? 20 . 30 40 40 2 2 2 2 20 X 40 40 40 2 3 2 2 20 X 50 40 40 2 3 2 3 O x 60 40 40 2 3 2 3 30 x 30 40 40 2 2 30 a 40 40 40 2 3 2 3 30 X 50 40 40 2 3 2 3 30 R 60 40 l 2 2 4 40 x 30 40 40 2 4D x 40 40 40 3 3 3E- 40x50404033340 x 4 4 3 3 50 A 30 40 40 2 4 50 X 40 40 40 3 3 450 50404033450x60404034bl 40 40 4 4 2 1 EQUALLY SPACE ANCHORS ( TYP.) I I 6' MAX (TTP) 01 0 0 0 0 6' MAX. (TYP.) — — ELEVATION VIEWED FROM EXTERIOR CENTRAL FLOMDA R. 0.A.F. MANUFACTLMR NAM: AIEX41- Ai I mtlyLll'7 MASTER FILE # NOTES I) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY VOOD STUDS USING 48 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1' EMBEDMENT INTO SUBSTRATE OR 0.0991N. DIA. NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE QUANTITY LISTED WITH NEXT LARGER SIZE. 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIGR OF WINDOW FLANGE 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO OUALIFIED 9) GENERAL ALuMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. SECTION ! r r Vo 46 IL SHIM AS RE'D'D INSTALLATICti ANC CR f- DOOR vIDTH SHEATHING (SEE NOTES) BY CTHERS CAULK BETWEEN DOCK FLANGE TVC BY WOOD SLIDING GLASS L SHEATHING zY OTI-CAS DOOR FRAME JAMS I I I/V MAX. I lixfl. I fl \ I r SHIM SPACE STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS MkIMTRAXTU SLIDING GLASSDCCP.-FRAME SILL 1" D r b 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS CTYP.) DOOR HEIGHT 7 HEMBEDMENT f d o I-1/4' M;N. 0 A a p D L13ERALLY APPLY CAL;L<*NG UNDER SILL OR SET SILL IN BED INSTALL ATi^_N ?NC:-CR GF C=NCiE _ 3/IS' DI? T_PCCN SrC I CIN r —rln. TEMPERED GLASS TYP.) 4' MAX. SHIM SPACE TWO BY vOOD 1-I/8 MIN. BY OTHERS SLIDING GLASS DOOR SHIM AS REO'D. HOOK: STRIP SEE NOTES) INSTALLATION ANCHOR c8 SCREv CAULK BETWEEN DOOR FLANGE. L SHEATHING PERIMETER SHEATHING CAULK BY BY OTHERS TEMPERED GLASS — OTHERS STUCCO (TYP.) CR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B A --*I A 2 PANEL DOOR SHOWN iNST.-LLATIGN AACi-CR SC&cv T.0 3r WC'G:; IT 11 OTHERS CAULK 3ETvE_N HOOK G 1 SriEaTHINHING 1-1/8' MIN. EMBEDMENT SHEATHING BY OTHERS STUCCO OR SIDING By OTHERS HOOK STRIP DETAIL M7TEs. 1) DOOR MATERIAL+ AVJIUNUM ALLOT 6063. 2) A9 INSTALLATTCN SCREWS MUST RE OF SUFFICIENT LENGTH TO ACMIEvE MIN. EMBE3NCN7 OF 1-1/9• INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN EMDEWNT OF 1-1/4' INTO MASONRY CR CONCRETE. 3) INSTALLATION ANCHOR CHART ON RACK OF THIS SHEET. A) USE SILICCJNIZED ACRYLIC CAULK REMIND DOOR FLANGC AT HEAD L JAMSS. 51 USE SILICCNIZEO ACRYLIC CAtULx FOR PERIMETER SEAL AROLwC EXTERIOR CIF DCCR.. 6) IF EXACT DOOR SIZE IS NOT LISTED V. ANCHOR CHART. USE ANCHOR QUANTITY USTEO WITH NEXT LARGER SIZE. FCR THE APPROPRIATE DESIGN PRESSURE R£O'D. 7) FOR POCKET DOOR SIZES USE CLCSEST 3TPASS DOOR SIZE i CONFIGURATION TO FIMIV ED CPENINC. PLACE INSTALLATION ANCHORS. IN FRONT Or NOOK STRIP AS SHCVM. 9) GLASS THICXNESS MAY VARY PER REOUtREMEMTS or ASTM E1300 GLASS CMAR'S 9) DOOR UNIT IS APPROVED USING TEMERED GLASS IN S:NGL£ GLAZED CR iNSILAT!NC GLASS. 10) JAMB / SILL CORNERS ARE TO RE ;EAL•E3 WITH A SMALL JOINT SEAM SCALE?. 11) SHIM AS RECD. AT EA. SET Or INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACX TO n t/a• 12) ALL INSTALLATICN ANC!-CRS MUST RE .MADE Or C3RROSICN RESISTANT MATERIALS 13) WHERE 'X' REPRESENTS MOVING Para: AMC '0' REPRESENTS FIXED PANE_ APPROVED CZWIGURATICNS ARE AS LISTED Cm ANCHOR CHART ON 3ACK OF THIS SMELT. 14) NOT ALL CCMFIGURATICNS LISTED 43CVC ARE SMGWN ON THIS CRAVING. HOWEVER MS7AL_a71O.v SECT;CMS 'A -A'. •3-3' / W-Ok STRIP RETAIL APPLY TO IMSTALLATICM CF ALL &P.R:VE3 CONFtGURA T!CNS. 15) FLORIDA EXTRUDERS W00 'SERIES SL:DINC SASS 3CGR IS SHOWN THIS PRIMT ALSO AP?_ T- 2000 SERIES AND 500 SERIES. 12002 0 a T8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. _IAMB (QUANTITIES IN EA. HOOK STRIP SIZE AN. SIZE UP TO 45 PSF i0 61 PSF i0 UP ip 46 PSF TO 61 PSF ip UP TO 46 PSF Tp 6! PSF TO ONFIGURATIOt 45 PSF I EO PSF 70 PSF 45 PSF 60 PSf 70 PSf 45 PSF 60 PSF 70 PSF 4068 XX, OX, X0 48 X 80 6 6 6 8 8 8 4 4 a 5068 Xx, Ox, x0 60 X 80 6 6 6 8 8 8 8 8 a 4 4 4 4 46068XX, OX, XO 72 X 80 8 8 8 8 1 8 8 a 4 48068XX, OX, XO 96 x 80 10 10 10 8 8 8 1 8 4 4 4 10068 xx. p. xO 5080 XX, Ox, XO I20 X 80 60 X 96 12 6 IP 6 12 6 10 10 10 5 5 5. 6080 Xx, OX- XO 72.X 96 8 8 8 10 10 10 5 5 5 58080xx, OX, XO 96 X 96 10 10 10 10 10 10 10 5 5 5 5 5p0XXxX 50100 XX, OX, XO 120 x 96 ' 60 x 120 6 6 6 t0 12 10 12 12 6 6 6 60100 XX, OX, XO I 72 X 120 8 8 8 12 12 12 6 6 7 7 8xXxX096x12012121126JjQwk9068OXO1091/8 x 80 12- 12 12 8 8 8 4 4 a 12068 Ox0 145 1/8 X 80 14. 14 14 8 8 8 4 a a 15068 Ox0 181 1/8 x 80 16 16 1' 16 8 8 8 4 4 4 59080OXO1091/ X 6 12 12 12 10 10 10 5 5 5 512080OXO1451/8 X .96 14 to 14 10 10 10 I 5 5IS80OXO1811/8 x 96 1 16 16 16 10 1 10 10 5 5 7 890100OXO1091/9 X 12C 12 12 12 12 12 12 5 8120100OXO1451/8- x 120 14 4 4 12 12 12 5 7 4 9068 XXX 106 5/8 X 80 12 12 12 8 8 8 4 4 12068 XXX 142 5/8 x 80 14 14 14 8 8 8 1 4 4" 4 15068 XXX 178 5/8 X 80 8 8 8 4 4 5 4 55080xxx1065/8 X 96 12 12 12 10 10 10 5 I 512080XXX1425/8 X 96 14 14 14 10 10 10 I 5 5 S15080xxx1785/8 x 96 6 6 1 10 10 10 7 890100xxx1065/8 x 12Q 12 I 12 12 12 1 I I I 6 7 8 I XXX I42 5/8 X 120 a e c 12 12 12 5 8 8 8 4 4 410068OXXO1195/8 X 80 12 12 12 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8I 8 8 4 16068 OXX0 191 5/8 x 80 18 18 i8 8 8 8 4 4 4 I to 512080OXXO11435/8 X 96 14 i 14 to I I I 515080Oxx01915/8 x 96 18 18 18 10 10 10 5 5 1C0100 OXx0 1t9 5/8 x 120 12 12 12 II 12 IIIIII 12 12 6 7 c 8 120100 OXXO 143 5/8 x 120 14 14 14 12 12 12 6I 7 E160100OXX71915/8 x 120 IS 18 9 12I 12I Q 6 ia TGd- xxxx 117 1/4 X b 12 f 12 12 c d 4 4 4 12068 XXXX 141 1/4 X 801189 14I I 14 14 I 8 8 8 I a I a I + 16066 xxxx 1/4 X 80 is 16 16 8 8 8 4 4 10080 xxxx II/ i/4 X 96 12 12 12 1U i i _ j1a080XXXXI1411/4 x 96 I 14 I 14 14 10 10 I !0 I - 5 5 I 16080 xxxx 189 1/4 X 56 16 6 10 0 0 = 001C0 XXXX 117 1/4 X 120 12 I 12 12 i2 12 cI 7 2 1"0:00 Xxxx 14! 1/4 x 1201 14 1 1 I 1- 2I1 a1: 1? I 7 6CICC XXXX 195 1/4 X 120 S !o i I Z! w'- _ 3JC< 0 - CA.M= V FLORIDA IxTKuDE4S _ N i . I.N. SAyFOR D, - tr.c SLIDING GLASS ZMER _ INSTALLATION :T:- R? =3_'dS LUNL_._ UK jam'?M - CAULK iII3Li ! LANG_ L VOOBUCK CAULK 3ETVE_N PER? MSTCR WOOD BUCK 6 CAULK. BY MAS'Y_ OPENING 0J1HER S BY OTHERS STUCCO BY OTr-- cPS I Q I I I1 - 9iINSTALLATIONANCHOR DB SCREW CTYP. VHERE — TAPCONS ARE NOT REO'D.) SLIDING GLASS ODOR FRAME SILL / e D G A v LIBERALLY APPLY CAULKING UNDER SILL INSTALLATION ANCHCIR 3/15" ? A. TAPCCN INSTALLATION ANCHOR Xy SCREV ( TTF. WHERE ONE Br WOOD iA?CCti$ AR NOT REC'D.) BUCK BY OTHERS 1 1/ 4- MIN EMBEDMENT SLIDING GLASS DOOR FRAME 1/4" MAX.. JAMB p SHIM SPACE SLIDING GLASS DDDR FRAME HEAD TEMPERED GLASS ( TYP.) DOOR HEIGHT OR SET SILL IN BED L— INSTALLATION ANCHOR OF CONCRETE 3/16' D.'A. TAPCDN SECTION A - A L+I/ 4' MAX. SHIM SPAC: 1 I/ 4' MIN. EMBEDMENT ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS RED'D. T(SEENOTES) d INSTALLATION ANCHOR 3/16' DIA. TAPCDN TEMPERED GLASS p CAULK BETVEEN TYP.) DOOR FLANGE L WOOD BUCK INSTALLATION ANCHOR 3/16' DIA. TAPCDN SLIDING GLASS DOOR HOOK STRIP 1-1/ 4' MIN. EMBEDMENT iI I CONCRETE OR MASLNP,Y OPENING BY OTHERS 7 a CAULK BETWEEN A WOOD BUCK E MAS'Y. OPENING BY OTHERS CAULK BETWEEN HOD( STRIPS WOOD BUCK Q PERIMETER , DNC BY OTHERS STUCCO BY WOOD CAULK BY II CONCRETE DR BUCK BY OTHERS OTHERS 1 MASONRY OPENING S.G. D. WIDTH BY OTHERS CD 0 B. O.A.F.TEMPERED GLASS S E C T I D N B +iLiFAG'I'LTRER <T YP. I ADS • ff • SLIDING GLASS DC R r • s . 12 s C' S INTERLOCK MASTER FEE# HOOK STRIP DETAIL A 1) DOOR MATERIAL, ALUMINUM ALLOY 6061 2) TA CON TYPE -imsTALLATION AKMORS HUST K or SUFFICIENT LENGTH TO ACHIEVE tuft EHDCDMEMI or 1- 1/4' lNTO HA OR (;d{BETE. 3) ALTERNATE TAPCDN INSTALLATION AMENORS FRONT TO SACK IN ALL FRAME PZMSERS. TA CON ANCHOR CHART ON BACK OF 7NRS SHEET. S) USE SILICON4ZED ACRYLIC CAULK BEHWD DOOR FLANGE At HEAD L jAMSS. 6) USE SILICONIZE.D ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 7) IF EXACT DOOR SIIE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OuwTITT LISTED WITH NEXT LARGCR SIZE. FOR 7ME APPROPRIATE DCSIGNN PRESSURE RED'B 0) FOR POCKET DOOR SIZES USE CLOSEST DTPASS DOOR SIZE 6 CONFIGURATION 10 fW1SMED OPCNING. PLACE T THICKNESS MAY FRONT 0< NOOK STRIP AS SMOVK 9) GLASS TMICXNESS f WART PER RCOUIREMENiS OrASTN EUDD GLASS CHARTS. 10) ALL FACTORY APPLIED PALES NOT DESIGNATED FOR TA COM ANCHOR SHOULD X FILLED WITH all SCREWS 3 B or hFFICIEN7 LENGTH TO PROVIDC MIN 5/2' CMSEDMENT INTO WOOD SUCK. 11) DOOR UNIT IS APPRMD USING 7CMPERED GLASS W SINGLE GLAZED OR WSULAtING GLASS. m JAMS / SILL CORNERS ARE TO DC SEALED VITN A SMALL JOINT SEAM SEALER. 13) SHIM AS RED'& AT CA SET OF INSTALLATION ANCHORS MAX. ALLOWABLE SHIN STACK TO K i/.'. 14) ALLINSTALLATIONANCHORSMUSTDEMADEOFCORROSIONRESISTANTNATERPALS. 15) WHERE ' i' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED A CONFIGHRATIONS AP.E ASLISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 16) NOT ALL CONFIfARATIOMS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOWEVER IN's7ALLAIION EXTERIORELEVATIONSECT!D.S 'A -A', 'B-Y 6 HOOK STRIP DETAIL APPLT t0 INSTALLATION OF ALL APPRDVED D EMBEDMENT 2 PANEL ODOR SHOWN 17) INSTALL AONE TAPCON IN EACH PAIR OF FACTORY APPLIED IWITALLATION MOLES UNLESS NOTED OTHERWISE ON ANCHOR CHART. SEE SACK OF THIS SMEET. Ilk) FLORIDA EXTRUDERS f000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO a V - 2000 SERIES AND SOB SERIES. r )• ti . zrlr.4 .,i J•/ LJ tiLf: REV) DESCRIPTION I DATE INI L p P I D A EXTRUDERS INT. INC. SANFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DRAWN BY: pR I APPROVED BY: I I nATr-if)/r5/ni )crib• N i nwr. _• c1 rvnr) TAGCON ANCHOR CHART NOMINAL DOOR DOOP QUANTITIES IN HEAD 8 SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOCK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CDNFIGUf ATiON 45 PSF 60 PSF , 70 PSF a5 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, Ox, x0 48 X 80 3 3 3 4 4 4 3 3 4 5069 XX, OX, XO 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, Ox, XO 72 X 50 4 4 4 4 4 4 3 4 5 6068 xx, Ox. x0 96 x 80 5 5 5 4 4 4 3 4 5 1006? xx, Ox x0 120 x 80 b 6 7( ) 4 4 4 3 4 1 5 5000 xx, Ox, X0 60 X 96 3 3 3 5 5 5 4 5 6 6080 xx,*0x, x0 72 X 96 4 4 4 5 5 5 4 5 6 8080 xx, Ox, XO 96 X 96 5 5 5 5 5 5 4 6 6 WON xx x. X0 120 x 96 6 A 7 1)1 5 5 5 4 6 6 50100 XX, OX, XO 60 x 120 3 3 3 6 6 6 5 6 7 60100 XX, OX, XO 72 X 120 4 4 4 6 I 6 6 6 7 8 8oloo xx. O"Q 96 X 120 5 1 9 A 6 6 7 (D1) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 x 80 7 7 9 (D2) 4 4 4 3 4 5 15068 OXO 181 1/6 X 80 8 11 (3) 4 4 4 3 4 5 9080 Ox0 109 1/8 X 96 5 6 4 6 12080 OXO 145 1/8 X 96 7 8 CDI Ste) ' 5 L..'>< a:.'S w`s:: , • 5 4 6 6 15080 Ox0 181 1/8 X 96 8 9 5 5 5 4 6 6 90100 OX 109 1/8 X 120 5 5 6:: :.tea Is U DI) 6 8 10 120100 OXO 145 1/8 X 120 7 9 ( 6 6 7 (DI) 6 8 10 9068 xxx 106 5/8 x 80 4- 4 4 3 4 5 12068 XXX 142 5/8 X 80 7 7 8• (DI) 4 . 4' " : 3 4 5 068 XXX 178 5/8 X 80 8 in ( i 4" a 4 3 4 5 9080 xxx 106 5/8 X 96 5 12080 xxx 142 5/8 X 96 7 8 (D1) 9 02) I 5 5 5 4 6 6 15080 xxx 178 5/8 x 96 8 11 O 13 5 5 4 6 6 5 1I5 I I2010xxx1425/8 x 120 7 n;) in (-) 6 6 1 7 6 8 to 10068 OXXO 119 5/8 X 80 6 6 7 (Di) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 4 I5 16068 OXXO 191 5/8 x 80 9 t0 (Di) 12 03) 4 4 a 3 4 5 10080 uXXu Ii9 7/e X 'Ib b 6 7 (Dl) 4 b6 12080 O`XXO143 5/8 X 96 7 18 (D1) 9 (D2) 5 5 15 4 6 I 6 16080 OXXO 191 5/8 x 96 9 12 0J3)' 4 c) 5 5 5 4 6 6 100100 OXXO 119 5/8 X 120 6 6 7 (D1) 6 6 7 (DI) 6 E 10 120100 OXXO 143 5/8 X 120 7 9 02) 10 03) 6 6 7 (Di) I 6 8 10 160100, OXXO 191 5/8 x 120 10 (DI) 13 (D4> 16 (D7) 6 6 j 7 (D1) i6 8 10 10068 xxxx Ili 1/4 x 6 6 4 4 4 12068 XXXX 141 1/4 X 80 7 I 16068XXXXI891/4 X 80 9 (DI) 10 (D2) 12 DDa) 4 4 4 3 4 5 100 0 xxxx 11 1/4 x 9 b 6 7 (D1) 4 JI 5 12080 xxxx I ial 1/4 X 96 7 18 (DI) 9 (D2) I I 1 I 4 6 6 I16080xxxx1891/4 x 96 9 (D1) 5 5 5 4 6 6 100100 xxxx 141 1/14 X 120 6 6 7 (DI) 6 I 6 I cul) 6 8 10 1Lv. 00 xxxx 114 X 120 7 8 (D1) I10 (^3) 6 6 D1) 6 8 10 160100 XXXX 189 1/4 X 120 i0 CD2) 13 (D5) 15 (D7) 6 I 6 f1 7 (il> 10 V v Iv FE 2 I:fib ANCHOP NOTES: 1) IN SOME CASES TAPCONS ARE P.EQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THPU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUP. EATIONS TWO TAPCONS ARE REO' D. 2) ' Di' MEANS, INSTALL TWO TAPCGNS IN ONE SET -OF INSTALLATION HOLES. 3) ' D2' MEANS, INSTALL TWO TAPCONS 1N TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) ' D5' MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS 1N HEAD L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD L SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD L SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAP, HEAD L SILL CORNERS. C: LOCATIONS 1N JAMBS OTHER THAN AS LISTED IN A L B. r ! n '1 EXTRUDERS F_ L fI DA INT. INC. SANE OR3. FL TAt° SLIDING GLASS DOOP, TAPCON GLASS CHART CIVIL s: ti: N.T.S Sent By: RCS INC; rauu— 1—c'Id02 1 a s 52 I 8585 Duke Mason, OH PHONE # (5 DATE: 8/21 George 1 MESSAGE: George, I pr forwarded to reviews the as you wish. Thanks THIS FACSIIPILE MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT iS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGE, AND CONFIDENTIAL. f 00000000000; Feb-3-03 3:36PM; Page 2 OPAY BLDG. PRODUCTS—TC P.01i06 i FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield 770-6062 FAX # (513) 770-4853 a RCS PHQDIE #]FAX#: (407) 854-9551 dine cover sheet: 6 the attached Florida Building Code (ASCE7-98) windload calculation to be aver you wish. In the vast majority of cases, once the engineer/architect mt. the issue Is resolved. Please forward the windload calculation method Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; Page 3 AUG-21-2W2 116:52 ^'_OPAY BLDG. PRODUCTS-TC P.02i06 G GE DOOR WIND LOAD DESIGN PRESSURES PER SCE7-98 (FLORIDA BUILDING CODE), CHAPTER 6 3 The Florida Balding Code states "Wind forces on every building or structure shall be determined by the provisiojts of Chapter 6 of ASCE7." [FBC Section 1606.1.1 ] Garage doors eke considered "Components and Cladding" (C&C) per ASCE7-98 since garage doors, entry do " rs, and windows transfer the wind to a supporting structure. The exterior walls of a building considered the "Main Wind -Force Resisting System" and use a different calculation m ' od. The calculation method presented below is for components and cladding on buildings with mean roof heights less than or equal to 60 feet. Step 1: Deteroine the Basic Wind Speed, V From Fig. 6-1 ASCE7-98, determine the Basic Wind Speed, V, for your geographic region. ASCE7-98 use# values based on 3-second gust wind speeds in mules per hour. Per the Florida Building Code XFBC 1619), Miami -Dade Co. is 146 MPH, and Broward Co. is 140 MPH. Step 2: Deter*ne the Importance Factor, I The importatx* Factor,1, is an adder included for "essential facilities" (hospitals, fire stations, etc.). See Tab$ 6.1 in ASCE7-98. For residential construction, I = 1.00. Step 3: Det ne the Mean Roof Height The mean roo . eight is determined as the average (not peak) height of the roof from the ground. If the roof slops is less than 10* then the cave height may be used. i. Step 4: Deterx#ine the Exposure Category The exposure ory is based on the local terrain of where the building is located (Section 6.5.6). The tw exposure levels that will be discussed here are Exposure B and Exposure C. Exposure B is 4efincd as "urban and suburban areas, wooded areas, or other terrain with numerous clos4ly spaced obstructions having the size of single-family dwellings or larger." Exposure C isefined as "open terrain with scattered obstructions having heights generally less than 30 ft. Thi4 category includes flat open country, grasslands and shorelines in hurricane prone regions.' The Florida Building Code defines the hurricane shoreline as within 1500 feet of the mean hii tide line and barrier islands. Also, all of Miami -Dade and Broward Co. is Exposure C peg the Florida Building Code (FBC 1619). Step 5: Deter The velocity 1 height (Table For Exposure pine the Velocity Pressure Coetiielent, Kz assure coefficient, Kz, is determined from the exposure category and mean roof 5). The KZ factor for Exposure B (C&C) up to 30 ft. mean roof height is 0.70. C&C), the Kz factors are as follows: i to 15' Mean Roof Height: Kz @ 0.85. 20' Mean Roof Height: Kz — 0.90. 25' Mean Roof Height: KZ — 0.94. 30' Mean RoofHeight: KZ = 0.98. Sent By: RCS INC; 00000000000; HUU-21-dom 113:53 r1-OPAY BLDG. PRODUCTS—TC GARAGE DOOR WIND LOAD DESIGN PRESSURES PER ASCE7-48, CHAPTER 6 (continued) Feb-3-03 3:37PM; Page 4 P.03/06 Step 61 Topooraphle Factor; Kzt This factor is 4sed for mobstructed buildings on isolated hills and ridge lines. This factor will be ignored (i.e. Kit =1.0) in this procedure. For More information see Section 6.5.7. Step 7: Wind'f'Nreetlonality Factor, Kd The wind diredtionality factor for C&C is Kd == 0.85. See Table 6-6. Step 8: Deter*lne the Velocity Pressure, qz The velocity pressure, qz, is calculated from the following formula (Section 6.5.10): 0.00256Kz KZt KdVZI (in lb/ft2 or PSF) Step 9: Deter ine the External Pressure Coefficients, GCpThereareexternalpressurecoefficients, GCp, for components and cladding and therefore garage doors. a first external pressure coefficient is for positive pressure and the other two coefficients fo' negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coeffici "t for 'Zone 5". Zone 5 is the wall region in the comer of the building (also called the End Zone) iefined as "10% of minimum width or 0.4h [h = mean roof height), whichever is smaller, but not less than either 4% of minimum width or 3 feet." Zone 4 is the wall region that remains after subtracting Zone 5. See Figure 6- 5A. According to toe "Guide to the Use ofthe Wind Load Provisions of ASCE7-98" published by ASCE Press ( p. 18), for components and cladding with a tributary area (A) of between 10 W and 500 ft2 thicifollowing formulas are used for GCp: GCp +1.1766 - (0.1766)(log,o(A)) GCp( 4) --1.2766 + (0.1766XIogio(A)) GCpX 3) =-1.7532 + (0.3532)(logto(A)) The GCp valuel may be reduced by 10% if the roof slope is less than 10'. Step 10: Dete me the internal Pressure Coetticlents, VC1 The internal pure coefficients, GCpi, are determined from'T' pable 6-7. For enclosed buildings GCpi = +/-0.18 For partially -enclosed buildings GCpi = +/-0.55. Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; HU3-G1-efflIde CLOPRY BLDG. PRODUCTS-TC GARAGE D OR WIND LOAD DESIGN PRESSURES PER ASCE'f 8, CHAPTER 6 (continued) Step 11: tdoe the Design Loads, p The design to, p, are determined from the following equation: X Page 5 P.04106 p - qh[fGCp) - (GCpi)] where % = qz since C&C are evaluated at the mean roof height. For the nogativo design load, the final design load is a function of how much of the garage door opening is in ne 5 (end zone). A common mistake is conclude that if any of the door is in Zone 5, then t whole door is calculated for Zone 5. According to the "Guide to the Use of the Wind load Prc' vision& ofASCE7-98", a weighted average may be used for components and cladding when determining the negative design pressure [p. 77]. This weans that if 25% of the garage door g is in Zone 5 and 75% of the garage door opening is in Zone 4, then the final negative desist pressure has a proportionally greater influence from the calculated Zone 4 pressure than the calculated Zone 5 pressure. i Prepared by Mr W. Westerfield, P.E. Florida P.E.95 Clopay BuildirA; Products Company h 2002, Clopay Building Products Company i Sent By: RCS INC; HUG-21-2M2 00000000000; Feb-3-03 3:37PM; 1 53 CLOPRY BLDG. PRODUCTS—TC fin.: AGE DOOR WIND LOAD DESIGN PRESSURES ASCE7-98, CHAPTER 6 -(Florida Building Code) Example Pace 6 P.0Si06 A 16'W x 7%1tgedoor is to be installed in a home with horizontal dimensions of 60'x 40'. The meanrooght is 15 feet. The garage door opening is located 2' from one of the corners of the home.1the home is located in Florida in the 130 MPH basic wind speed zone and is determined to a in the Exposure B category. Step 1: Detenbine the Basic Wiad Speed, V Given: V =1 * MPH. Step 2: Detertolne the Importance Factor, I For residential ]construction: I -1.00. [Table 6-11 Step 3: Deterildne the Memo Roof Height The mean roof1height was given as 15 feet. Step 4: Deterihine the Exposure Category Given: Expo B. Step 5: Deter e the Velocity Pressure Coefticieat, KZ The velocity p ure coefficient is: Kz = 0.70 for up to 30' mean roof height Exposure B. [Table 6-51 Step 6: Topophic Factor, Kzt Use Kzt - 1.0 ti this example. Step 7: Winirectionality Factor, Kd The wind directionality factor for C&C is Kd — 0.85. [Table 6-61 Step 8: Deterine the Velocity Pressure, qE The velocity p ssure, %, is calculated from the following formula (Section 6.5.10): 0.00256Kj K.Zt &V2I — 0.00256(0.70)(1.0)(0.85)(130=)(1.0) — 25.74 PSF - qh Step 9: Deterne the External Pressure Coefficients, GCpForthishome, 1he Zone 5 region is defined as 10% of the 40' nri mum building dimension, or 4'. Since the g#age door opening is located 2' from one ofthe corners of the home, this means that 2' of the a door opening width is in Lone 5 and the remaining 14' feet of the garage door opening i0idth is in Zone 4. Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; Page 7 t uu-ti-tYJYJG l q•,J l-LUYHY to-VU. 11"ULU-.lb-IC P.Q6/Hr Garage Door f1ealgn Pressures Per A3CE7-98 Example (cvotinaed) The area (A) o the garage door is: (16 R)(7 R) =112. Therefore: GC,p +I.1766 - (0.1766)(loglo(112)) s +0.8147 GCp(„fto) _ -1.2766 + (0.1766)(loglo(112)) =-0.9147 s1=-1.7532 + (0.3532)(1ogio(112)) _-1.0294 Step 10: Dete mine the Internal Pressure Coefficients, GCpi In this exampl„ the design loads will be calculated for both enclosed and partially -enclosed. The internal press* coefficients, GCpi, are +/- 0.18 for enclosed and +1-0.55 for partially -enclosed. Step 11: Detec the Design Loads, p The design 10 p, are determined from: P = 9h[(GCp) - (GCpi)] For an enclose" building: The positive d ign load is: p = 25.74[0.8147 + 0.18] _ +25.60 PSF. The negative d 'gn load for Zone 4 is: p = 25.74[-0.9147 - 0.18] _ -28.18 PSF. The negative gn load for Zone 5 is: p = 25.74[-1.0294 - 0.18] = -31-13 PSF. For a p"ally-Imclosed building: The positive d4sign load is: p - 25.74[0.8147 + 0.55] _ +35.13 PSF. The negative dtagn load. for Zone 4 is: p = 25.74[-0.9147 0.551- -37.70 PSF. The negative dfaign load for Zone 5 is: p = 25.74[-1.0294 - 0.55] - -40.65 PSF. Since 87.5% of the garage door opening is in Zone 4 and 12.5% of the garage door opening is in Zone 5 (see St4p 9), the weighted average negative design load for this garage door opening is: Enclosed building: (-28.18 PSF)(87.59/o) + (-31.13 PSF)(12.5%) - -28.55 PSF Partially -enclosed building: (-37.70 PSF)(87.5%) + (-40.65 PSFX 12.5%) = -38.06 PSF Rounding the dogn loads to the nearest tenth of a PSF, the final design loads are: For enclosed ilding: +25.6 PSF & -29.6 PSF For partally closed building: +35.1 PSF & -38.1 PSF Prepared by M W. Westerfield, P.E. Florida P.E. N 48495 Clopay Buildi Products Company C 2002, Clopaji Building Products Company TOTAL P.06 I Sent By: RCS INC; AIJG-26-2002 1119 a a. 4 CLOPAY BU1 85114 Duke 13 Mason, OH 00000000000; PAY BLDG. PRODUCTS—TC PRODUCTS COMPANY Feb-3-03 3:38PM; Page 8112 P.01iO3 FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE # (51'.) 770.6062 FAX # (513)170.4853 DATE 8/26/0f TO: GeorgsilHastings Q RCS PHONE #/FAX#: (407) 854-9551 Nh imhar of names includina cover shoot: 3 MESSAGE Cover page a d p. 77 from the "Guide to the Use of the Wind Load Provisions of ASCE7-98" as pubished ASCE Press. Two weeks ago 1 attended an ASCE seminar in Covington. KY on wind load ght by Dr. Kishor Mehte (one of the authors of the guide). I asked him to confirm the g ® door calculation write-up I sent to you. He did and said the procedure was correct. a THIS FACSI LE MESSAGE 18 INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO CH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED D CONFIDENTIAL. Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; Page 9/12 I PLU-26-2W2 114 20 '-'DPAY BLDG. PRODUCTS—TC r.162116-5 GUIDE TO. IND HE USE F THE ovisil E 7=98 Mehta and Dale C. Perry Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; AUG-26-2002 11'.20 IPAY BLDG. PRODUCTS—TC GUIDE TO T1Z USE OF WEND LOAD PROVTSIONS i Typical calculations of design pressures for purlin in Zone l For maximum .negative pressure p 18.0[(-0.8) — (t0.18)] p = -17.6 psf with positive internal pressure (controls) p = -11.2 psf with negative internal pressure For maximum positive pressure p = 18.0[(0.3) — (+-0.19)) p - 2.1 psf with positive internal pressure p — 8.6 psf with negative internal pressure p — 10 psf minimum net pressure (controls); 6.1.4.2 Tabl+ 3.7.10 Net Roof Component Pressures, psf CImponent Positive Zones 1, 2, and 3 Zone 1 Negative Zones 2 and 3 Purlin 1 4 panel 12.2 19.4 41.0 fastener 12.2 19.4 41.0 A 10sgft 12.2 19.4 41.0 A 500 sq ft 10.0• 17.6 28.4 1 * minimum net pressure controls, 1.. . case of gut that transverses Zones 4 and 5 Width of Zone 5: smaller of a = 0.1(200) - 20 it er a = 0,4(36.7) = 14.7 ft (controls) but not less than 0.04(200) - 8 ft or 3 it Weighted average design pressure P No 14.7(-20.0)+10,3(-18.9) = - 19.6 psf25 Page 10112 77 G edaVP F 4FE This procedure of using weighted average may be used for other components and cladding. , IM i CL ccOr l) U Z U Cr co t&QLL ,4k_T_,[4 GA. SjtLL SKINT LISTEDrJPnMONAIOiPASSORt or AJRYIj> U vS AVQLML-- 1) 1.11'EPNE,AA.TE; S11iE '7 (fF Cm 8 8; kTT t:H=D W (TOP 80l -/ 20 GAfill. F40 SF4-ES ATIACHED fO 00D,P. NO UREfHAfi Arh r-;rE (A1OW C04TFft) 5f11 ATM PATENTEE, TOG-L-LOC SnT-_W i - A TCP. BOTTCIA k CWRP). REPORT #9606C// t ( 25 CA. SAX %ALV. LOi,K fl];Jfa]N STEEL SKft OOAT6 WITH A BIKED -ON PRWER, BOTH ScfmlABDAWED -ON -GLYLSTEP RI 111 14 {I M'O PONTLC_fONC TOP APPLFStrTO SKIN SOf OW 3' iALL 20 CA U-eAR (50 KS ) FSt OOCR sEcnan_ ENO SJOr BOLT STEE LOUD ENGAaES RHO oLRncAL TRACK. ONE tteaTSTePTs FEN NO zmu DATE: FLN Nu. .PPJD A 1AI 11 !OS _._... ._4WD OTV (ij Y il.: li 3' TALL U-lWR 23 GA GALV. 5;1E_ A6LLER i. ca>_'r. FAW 91fLloEi ATTW/( if Ixs=s ecr Wcu1 aW 0 SWlM AMr W I 1 a (iL GQtSRE! u O ASYBEL= 0 O a Q = w Oi/MIK later1A (2) FOR TRACK. BSL WRIZ,00AL TRACK WJPPCRI R.' 7OCR INSTALLER (TO SUT) D 1' GA. GO- V. STEEL FLAG BUCKET. UEM FASTENED TO WOro AANB W rH 3) 5/ 1{- 0-5/8' WOOD LAC SCWOS. IQM DOu9E PAC< TRA!>< C171Fl(iIRARON LOW HFAMOW IS WA0LAA&r AS AN OPTKYO PaGlIT L' r 2' MY. STEEL TUCK, 7 LAN. 1RAC4 THiCKHESS M- _ a -D ETs zkw p TVP. 2-1/2`a12 •+A CAM SrtEL TRACK BRACREr.. LOCK OR M LOCK I OF D OR. ( ae ll sa:.lwi. _V WI Apoc $ (1) T1ihPf BRAOLETS PC Lffi (UP HiV. ltE1 Of'NOWAL OUTSIDEHEYESTLfiCK—P"D-S-i-UN—\>illOF0001L. I 9:JElS =kR 51ELGCI.RM MAN. M' cy& vom O' O- . TR CKE H( AT120NTJL 14KS/O' 9:E1ET NEYA SCREWS mm H L DOORS UP TO 7.-- Hot CCNSLSr Cf (4) 5-TMS (5HD1ff) -iiDTR FfOINE allfl U.V. Doors aaF2 7 - a' HGH CONSIST OF (5 SccTIDNS (001 343"N; _aAIING Or OUTS0DE SLNfA(E O(%1Plf t.QLS1 O OR 13 ri vArysf wlrxrtva rt I/4'a3/4' SELF 2 z3 LW SCREWS ON 24 CEW 11- O.D. AUO. / T wm 501ENS AFPWi SCREWS MASHER Fouffm LAG SCREWS NAY BE C YNK AIJ,MKY tXifICYCN 553 GLASS OR OW1110OM LITE W i/a" ACRYLIC A i4 GA eC IKIO; ES A CA NTPP.URVIE HINT{ ( NOT WDCLIRGD) TO PROWX A RWO AlOWIM a OW VE4R. SECT10N R-B JEW 'BVIEW SURF/(E. HOWWAL 4AMBS GO HOT IRkWER LOAD. gcnx( A -A (90E VEWT Er3I PAN HFAD 5(?TEW - END NFR7R'/_ AAEB ATTICHYFNT IC-99t10CT1. WOUM WA (10 SCREWS PFR LfE) STLE sw PIOIADIMG B/ 00ce LmsmLEP. TO Sint) 2a00 Pa NI I D0 L R LIFE RGAINER 3 "A4' SLEF] T /tlR.f10R5 lTf 24 L'f1YTER5 IB_ iN5E9. 20 WAflfL CJLV 5T7- L FAO STILE P9 COIICfiklE) bR 2x6 WJt PPC JAA16 C0 [LOCI[ CR 2;000 iYf. r5W LATCH ENGAGES STII£ 1/414' UPC% SOIETLS OhZCCENTERS (2.000 ONTO VERTICA. TRACK. 20 CA 6ALY. SfEEI INTER, SIILC P51 MR C TOL4IERS 111CUIOED VAIN Ow SNAP LATCH ON LOUD LAR SLEEVE ANCIGRS, I' O.D. WIl WASHERS REWWD EAON SIDE Or DOOR. E: P'IWES N VAT4 TAPOON S. AAF HORS WY BE COII{IERSULK INTER. VLE - Tq/.7O ON 12 GA GALV. STEEL WACK / ( 81,T NOT SEMPF Ej) 10 PROrIQE A FLL15H CLAME i DOOR, BRACKETS FASTENED TO WOOD 4MB- GOIAf M SL WALE. HOPID3NTAL 44UN DO NOT PW'OLE OF i - WN ONE S, 16'xl-S/8 LAG SLPtl W ER TRACK 8VnKr TRN'l5M LAD. OWSOE, KM ValVON'SWE C.A tiitV, aIEEL CEMER." ofSLi<E 0LD PNM. SRLLS W,(4)SHEET 2" CAM STEEL TRACK FAS7ETEDTOJWETALSown12CACOLV. STEEL RUCK SRAO:ETS. 14 GA G4LV, STEE_ PO -LER HTO, FASTENED TO ETD STELES FACT W a4) 11VCLC TRACK ATTACI-C TO F/ u'7O 6RAd!1T WORN :ME1/4'r/ w' BOLT k 1 XSIV SHFET UETAL SCREWS 1j4-xV4 TAPPWG PER KEYED I[47S NL/T OR TOO 1/4' *A, RIVEFS 4 SELF S:)W" END HIHOE, 5#1W AAT04 tnCx ttON aw fAIIB cONFK11PAAdf 2. 7W CONE C£SrA of THESUPPCRTILC STFUCrURAL ELEiERf5 HAL_ BE THE PZSPW OF 'Fi fE PRGFESSOHAL O= y P.ECOIYS FOR THE BULLHYO ORSMCP.i7£ AND W XCORQWCE MARK WESTUFEW.E. . P WITH CURRENT OJECRIG CODESFORTHELOADSUSTEDOMfmORaWM. FLORM P.E. 148495 WVITH C*lOtW P,E / 23812 f 4 3 LOCK M lOCmG DE'STTf LOAN, 1.250 P.S.F. k J20 P.S.F. TES LARDS. f32.5 P. S.F. h -40.0 P.SF. 11 MILEWCES a 1V LAL j% lm t• q pE monnMANIML To IK RSY 94 9- D!.'9LRdP1101F: uDCEL tST 4-0 R (T-0: +25/-32 fiE5K1A1 LOAD ar= ns Warr r ". N, t D13 alw. IrArta .A b wl.. r 0j0 - 4: A105 xw- * 00f f1/7 I)R1iN BY: BUM DART: 4/ tb/(q SCALE Hr Oic. 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Tkid A,yE Rajn:aVn l OMFJ19f1P Me;: 1W ICIIT3., oil(r Ila.] :0217is F:Ett f'Y. ea kq n m m co Z 0 N N PRODUCT P.ERPDRMRnce ORTR l HURRICANE CODE METAL -EDGE STEEL DOOR I(1 WOOD FRRMB PRODUCT CERTIPICRTIOII SHEET _0I Valid for the following side -tinged door arrangements: DPROUE DOORS - Gt8" t10IDInflL HEIGHT: Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES: a r O® 0w a ^ Da ap]as oa ®® 00 L i Flush Arch Top 3-panel 5-panel New England 4-panel Eyebrow 4-panel 8-panel r. flo©o t 000 r 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: 013 Do , ® a 01 as Pn as t as Da as aaa aaa aaa aa maa go a a1- 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series OP tSS, C> -- SS , O IMPRCT 'A MULTI ME STL_WD_0P o Enter. v I Entry Systems Our tommome wows of -"w +wom + v w moo. sw4evem Mte W -Yw n foot soya 1p c%wm •Mww tiro J M I A M I•DADE NI IANI I -DADS COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 DUILDINC CODE COMPLIANCE OFFICE mE,rR04DADC FLAGLER BUILDING 140 wiwr FI.AGLER STRI?Cr, suITI: 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-21M C:ONTiLw.-rou I.ICRNSING SP: rION 305) 375-2527 FAX (305) 373-235g CO\'rw%Crolt F:NFoltct.hiFN'r mvisioN 305) 375.2966 FAX (305) 373.2908 PRODUCT r CONr1t01. DIVISION 305) 375.2902 FA.\ (305)172.6319 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. 8CCO 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. Z4111— ACCEPTANCE NO.: 01-0314.23 EXPIRES: 04/02/2006 113UI tcoangucz Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & 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: 06/0S/2001 t_, - av;qr"W Fr:utcisco J. Quintana, R.A. Director Miami -Dade Count• Building Code Coniplilnce Office 1tsWi0001\pc2000\ltempl3teslnotrce acceptance cover page.dot Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 JUN 0 5 2001 APPROVED 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-Dadc 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 01/1IXO, 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 leaf 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 arc 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 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 Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building icial or the South F Building Code SFBC) in order to properly evaluate the installat f his s stem Ma cl Perez, P.E. Product Cor Examiner Pr et Control Division j J V Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 2001 EXPIRES April 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. 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 sealed 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 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. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPANC ManU4 Perez, P.E., Product Con rtSl 'xaminer Produ ntrol Division 1.7• Z' LCIN 11.1c Ct .Olt PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WITH BUMPER THRESHOLD (INSWING) 7 1/•' M4x Y/ •' MAX Is* Oc I5" DC MAX MAY MAX N 17 1MAX / 0 C SPACING j 17 I/ • MAx IB' OC OC SPACINGrI 17 1MAXOC, SPACING 17 I SP MAX SPAId III j I OC CING IE)' OC 149 1/2• MAX 14' 37 1/ 4'_ MAX MAX A. MAX 1MX 5• MAX ' MAX I5. OC 15. O[. O.C. 15• I MAX MAX MAX. MAX MAX NA IB' OC.c A-i 1Il, lKt16' TO I OP, OP/ DOORiLOCK 2MAXXDLD 1 Vt' wlwtwlw twit/w[wr % t so II/ 16• M*X III • 1/ wlwI., ( A MI • I ntl Ri •/ tSrtt. 1 M.q•w' 7/u• rr., •PCD-$ .• IS• OC. 15" OC. IS' OC_. I5. OC. IS' 0C. I5. O.C. 15' O.C. 13. O.G. 1 1/2' lll•lIV t•K WWIn• MAX MAX MAX y MAX MAX MAX MAX MAX MAX 5' MAX' L-4* MAX 3' MAX 4• wx r• yX T IOMG StAR[ S act wotc It ATTACH ASTRAGAL THROW BOLT ND x I' LONG STRIKE PLATE TOTHEHEADERINALLREMAININGANDTHRESHOLDWITH010x13/4• MOLES FLATHEAD SCREWS NOTESI) WOOD BUCKS BY OTHERS. MUST BE ANCHORED 10 x 1 3/4 " LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. FLATHEAD SCREWS 2> THE PRECEDING DRAWINGS ARE INTENDED TO OUALIFY THE FOLLOWING INSTALLATIONS. L.H. INSVING R.H. INSVING A WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGAL B. MASONRY ORCONCRETECONSTRUCTIONWHEREDOORSYSTEMIS ANCHORED TO A MINIMUM TWO BY APPROVED AS COMPLYING WITH THE STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. 3 ALL ANCHORING SCREWS TO BE 010 WITH M M 1 1/2' EMBEDMENT INTO WOOD S BSTRATE SOUS H il pyl(gA SU 01 G DE BY J J U PRO T CONTROL OM BULL CODE COMPLIANCE OFFlCE U ACCEPTANCE NO. OI-O $FYI 2; 6" PFH TAPCON$ WITH I 1/2" MINIMUM EMBEDMENT X UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR ASONRY OVERHANG SUCHTHAT THE ANGLE BEIVEEN THE EDGE OF CANOPY OR OVERHANG a ,ai MUSTBEINSTALLEDWITH 'MIAMI-DADS COUNTY TO 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 THREE STAPLES PERSIDEJAMBINTOHEADERONSIDELITESACCEPTWATERINFILTRATION. AND DOOR, THREESTAPLESPERJAMBINTOTHRESHOLDONSIDELITESANDDOOR. - 6• LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE a WE ell ±AGE woovlpTrows nlw JAMBS AND SIDELITES. IS 1 61DTSS 31iblEtSIa:M a1 A I AN0tItItellC w IAT"m 10aimill 7 DOGR/SIDELITEHEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE CORNERS ARE COPED AND BUTT JOINED. : unow •cla to ont of wnnlKt Al 1 8 DOORS SHALLBEPRE -PAINTED WITH A VATER-BASED EPDXY RUST M N Y + M INHIBITIVE PRIMER PAINTWITHADRYFILMTHICKNESSOF0.8 TO 1.2 MIL. - 1-1029—EM-I 9 rRAvES SHALLBEPRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 1111,1FRIDI VATER-PEDV_Ihl VHITE PRIMER WITH A DRY FILM THICKNESS Or 0.9 TO 1.2 MIL. uIs tT 7T1 SHEET l OF 6 IE'VISDt U11Q C 11*11111moftills0m. ME slim 1!7. 1111 0 1/4- WIN MAX 112, GLASS BITE INTERIOR MAX 74' MAX 35 3f4* 13 MAX 35 314' MAX T21- MAX DO II IL ji 11111malI, GLAZING DETAIL SHERVIN VILLIARS 850A EXTERIOR GRADE LATEX CALA.X 1EXTERIOR INTERIOR4i r5da EXTERIOR SECTION A -A 35 3/4, MAX INSWING OTHER CONFIGURATIONS ri A SEE GLAZING KTAIL 111 1/4, - ---------- - III I/V MAX MAX MAY lipx1f) 74 :) 4- MAX MA MAX 9 1/ 9' TEMPERED GLASS AP;: 9 VFQ,;$- c'.'.PLYING WITH THE Sout11t1VWVfj WE C4. 1' f"ICIM171711- br PI& CPIITRC PROWR WRY SYS XIiIN 9U. LL-I::GCC'jt-,-,,--tCrpLt 10 1. 11(tta I; I I'llismCL I&V r 10 1- 03 114.2 3 1 1- 1029-EMr-I SKIT 2 Of 6 T- 11111. I I 1/4' SHIM MAX r- 3/4' 80 11/16' MAX INTERIOR 79 5/16' MAX FIN. f SECTION r 2 BY WOOD BUCK 1 1/4' I 2 EXTERIOR r— 1 1/4" 4 9/16' MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS 1 VOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT COMPRESSION VEATHERSTRIP EM-25 LOCKSCREENRAN X (BRONZE) ALUMINUM ASTRAGAL EN-12 PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL TALUMINUM BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' TOP CHANNEL EN-08 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL 6 T N 26 9LIlyl +104 -UIID a In 0 B'.F POLYURFT14ANE FnAm raRF BASF FOAM - DENSITY 2.0 TO 2.5 lbs./Ft' BOTTOM CW#CL EM-07 PRENDIR BRAND - 1 11/16' - 20 GA STEEL 9 WOOD LUCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT 10 STRIKE STILE EN-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STILE EM-05 PRE14DOR BRAND - 1 11/16' - 210 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 1PREMOOR BRAND - .050' THICK- MtL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EOUIVALENT - .097 THICK (STEEL) 14 VOOD HINGE JAMB FM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 110-24 x 1/2' F.HA.S. 4) SCREWS PER HINGE INTO DOOR 16 BID X 2' F.H.V.S. MAX IB' O.C. THEREAFTER INGE JAMB N LITE CAM . B' w ID) OL T AHiTERSTRIKE JAMB INTO SIDELITE AND. 4' DOWN FROM TOP 6) SCREVS THROUGH EACH SIDELITE JAMI INTO SIDELITE, 41 DOWN FROMTOP, MAX IS- O.C. THEREAFTER 17 IUD rxv.L MM V I V M N x 1APFvMMwBXM I UE b[wl REFER TO ELEVATION V1EV, FOR I OF SCREWS USED AND LOCATIONS 1e 010 X 3/4' F.H.V.S. 2) SCREWS PER HINGE INTO JAMB I9 MB x 2' r.H.W.S. 2) SCREWS AT EACH STRIKE PLATE LDCKSET KVIKSEI BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 110 X 1 3/4' F.H.V.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 TIMIPERED AR T MP RSS IN POLYPROPYLENE ED AFRAME- DC-1647 - (ODL-2 la SIDELITE TRIM (WOOD) EM-20 5/16 x 112' MTL. TO BE PINE OR EOUIVALENT WOOD CASING EM-21 F13RR 'SIDE BY SIDE CBS AS LIOMS -HEMS ARE MOLDINGS USE[ 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 EQUIVALENT POLYPROPYLENE LITE FRAME 1643, ODL-2 HP Polypropylene by DL 16 X 1 1/2' PAN HEAD SCREWS IB PER FRAME TO EX D I4' OC THERE AF3* IN I" EACH CORNER AND NOT TER. SIDELITE STILES EM- 26 15/16' X 1 11/16' MTL. TO BE PINE OR COUIVALENT I PIN NAIL 3/4' LONG RAIL, 4' IN FROM END, MAX D' DE. IKRAFIER. USED as IXILLIDiS AND iR1A DOW SILICONE #995 XPPROVEO AS C%, 4APLYM1G %mN THE B—B DATE FL Tj(I" e;.r JUN u 7 EY PRO T ONTROLOnnSKk1 DUP-DIUC CGDE CODE OFFICE ACCEPL::XENO0 Y- 7-3 LIRAS Licss k0u, FRAE. ' DEC. I Nc XIM101IS: x[ss ) CIR sla 1I1f1. IOL'S. B JDAIDE COUNTY MODIFICATIONS Iry1/01 JD A DQED PAGE 5 (DOOR OPTIONS) so-(•vB R N lIR KVIOS I DAI[ PT PARI HAT(: NT, SHEET w. 9T 0AIf - - RAI1: SCALL PREMDUR ENTRY SYSTEMS 911 S J, KS. 6 PI1iS811RG, KS. 661621029-EM-1 3 O 6 REVIS0 L111IR B 2 BY WOOD BUCK 1/4" SHIM MAX 3/4' f (5-)-- 79 3/16' INTERIOR I MAX 80 11/16" MAX to 2 BY v0oo BUCK SECTION C-C Aft 1 1/4' EXTERIOR PLEASE SEE 'GLAZING DETAIL' DRAWING 431-1029-EM-I SHEET 2 OF 6 DOW SILICONE #995 APPRGVED AS COMPLYIIIG V.IfN THE Sr,'1 -, n rL p EtnLDING CODE ay 11Y) FRC0Jjj_Crjf47R0L.(AVISION BVILDNG CDZE CDLIPLtAN ICE CCEPTANICE N0,01- D 3 m U DADE COUNTY NooirICATIONS nvol A 2-99 RS LIMIIi IM[SS M01[0, FRk. DEC. ANAL EXIMIX. MISS NUIED, S1Q cm Hill so I-9e RS A 100 SCREVS TO LIIE fRAME MATERIAL LTSI 2-to 9TR.S. LIE KVISINS DAIS 9T PART NAME: Nr a , r r (• ) W. Dr R. . Mil - - MASCALE= PREMDDR ENTRY SYSTEMS Pillim, Ks. U76? 31- 1029-EM-1 SHEET 4 OF REVISION LEIIER 6 D ETHER DOER CONFIGURATIONS w Nr a1'• 1•• Y V.• w W r w .r.• W + laTW •• W Ir IY O• wYr.K r r r NYw a1 Nr N. W w• •. W W r r r W Y w K K 1 1 0 1 W 1 W Y W r 1 W 1 w W w I n IIr w K Y•LK N Yr ./ K YKK N1?wKY•LK N Vr'W K YKK C O 40* W'• r IIrW K YKK uNr W K YtK O O N Vr wKY•[K Ld Ir Vr W K Y<K j W 1 1 1 L r 1 1 w • _K Wt 1 1 I•• K w w 1 1 1 Ir Kr W 1 1 1 1 K O• W W I 1 1 K K W1 rr TW Y W LYr W 1YwJ.. YW W r rnxxn NW rrW. arWr 1 1 I ur WKVKK WsyrcY•cK O u Irr W OL YKK 1z.2 Ir Lr r• OL YKK 1 w W LL t^ wy.• a1 ;r alrj.. W J>rK r K. W Irk K W W I 1 I 1 Ir Nr r• K VKK I Nr WKVKK 11 Nr W K YKK NNrW K VKK 1 I 1 1 xnxn ZZW w r W r w 1 1 1 1 Ir Vr rr K ar•L116 N Yr W O K vCIIG W / xIr• O N VS W I K wcK 1111 \ Kvvwca APPADVED lS CO:PLYING PATH THE OUTH FL DA MALDWG CODE PROM ROL DMSION GURDI . COUftWXEOFFICE ACCEPT. .j_ Q t— 0 3 1 Y. L 1 mi xx X II111M. KESS NDI[t, rK t[L AN4 IIRU IX LK[SS 101[t, SIR [Dit. 101.1 OR REVISIONS 1 tAl[ I BY PART W. n tAl 1-11-01 1 1 Zkf: PREMDUR ENTRY SYSTEMS v11ism is W62 31-1029-EM-1 SHEET 5 OF G RIYi4NA t[)iIR OTHER DOOR PANEL 36' MAX son 79 4116 D0 go D0 101DD MAC X _ Dn DD oD ill BLANK TOP 6-PANEL 4-PANEL 9-PANEL 4-PANEL STYLES 00 BUD 00 10g00BOB.®. goI I I0oDo° . 10-PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PALL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANELEYEBROVV/SCROLL EYEBROV ETERR12VV/SCROLL , ETHER SIDELITE STYLES 36' MAX 79 /16" SL-10 SL-20 SL-30 SL-60 SL-50 SL-509 SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-909 SL-90C SL-30B SL-30C SL-70 SL-80 OD aD D 0 I 00 00 00 DD Do Do DD OD DD DD DD DO 00 DD DD DD DD 00 no PD-1 PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8 130-9 PD-10 PD-11 PD-12 PO-13 PO-14 PD-15 PO-16 P0-17 w Mi 2 2v J s D M1 - u D0 00U, o WU, IL = w n n uiPO-18 PO-19 PD 20 PC -?I PD-22 PD 23 PD 24 PD 25 PD 26 PD 27 PO-28 PD-29 PO-30 PD-31 PO-32 PD-33 PC-34 0 h o m $ fa v 40 00 I°D-35 PO-36 n0r h I ODD 0 0 H ` I"I ODD BOB fl D aso ao PD-31 pp38 PD-39 PD-40 PD-41 PO-42 PD-43 ^3A PO-438 iORis MISS tells, fRAI ' B:C AI(j 1XISEM UUSS N1IR Sit C011. Ii1i l fR RCYiSI(lli IAIt 1 PART IM: PREMDCIt DOOR 1p1IONS PREMDDR EN1RY SYSTEMS 911 C. lfFCRSDI PHISM. is ifix? 31-1029-EM-1 SHEET 6 OF 6 t RCY1S101 itlltR , TRIVlSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: BEAZER lob Identification: ZVS245AB Address 1 CALABRIA COVE Address 2 LOT 13 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSUTPI 1 Design Loads Roof: 37 PSF Floor: 55 PSF Wind: 120 MPH MYTH LUMBER CO. ROOF TRuss DmsioN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299-9153 Engineer of Record THOMAS J. ANDERSON OF 521 VIA VERONA LN., ALTAMONTE, FL PE#47819 Or Building Designer: Alpine Engineered Products Design Software Seal Date: 15-May-03 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 It depicted 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: R10 F12 RII F13 R12 F14 R13 F15 R14 R15 R20 R22 R24 R25 C1 C2 C2A C3 E1 E2 H1 H2 F1 F2 F3 F4 FS F6 FT F8 F9 rill F11 33 Plus Standard Details and Placement Plan Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers of 4 i i I I UxNVEMTV4A L_Y FPCbEp BY ESLI.DEP I FS F4 I Ij FG 7 ri --- --FS — d 22 n V2 f 5 1/Z- 8 b V2'— Qt M C 7 C% I P22 YQ" P24 i 5 1 T— 20- CY In5 .r 120 O I vi C+ PVrX ILLLy PETe-(fi, L PL19E0 h 4S I e cK N eL out 1 2' G4" F£G iGld-9 w in MAN=== If I I 1 1 The Truss EngineWs seal, when applied, confirms the placement of the truss framing as A relates to the truss designs specific for this structure. The truss framing is based upon the review of plans, drawings and specifications provided by the building design professional. I The building design professional has final approval of the truss framing andlor truss placement plan. The desi of the temporary and permanent braang, the diaphragm system, shear walls and sVuctura elements to resist lateral loads from wind andlor seismic activity is the responsibility of the building design professional. Additional approval by the building William M. Ranieri PE design professional shall ind but riot be limited to, design I mg, lengths, profiles, FL Lic. No. 427N pitches and depths. AYTH L,! ,Af-,EK C01 POOF T U"; D;VF AOPJ 2722 `:OUTH ai'OFKA, FL- 3:70'. 407) 24T - 1522 i FAX, (407) 24i9 - 9153 Entrneering Gerti i(ate of Aotkonzation z ry2ib f' OTE"i- II if i' TfE MtrarS RfYLN•#/.ITY ToVERIFYTRJF,. - ENT RL G V lrl XF G -615 A(W 1 FELL OMT 11 Cv M.K. 14 V. CE WTa 20 .I+hVifl IA95, 2) Tom--- rnT IVT Cf of LR W.'FREn f W -1 — tRiCR LLT:CR2_IM rY —T. , r n C-1 3l Mn R THAT ARE UO OR 4Tfj!VqvTLozpmfzT% n-L m 8'tRE9 OR lmatc eT un n.Ev fx'E. rf 41 ebOK —e4e9C! NJ! rn rat 'vT e_ CI-AlffD -T Jl P REVF — WTTEN 11 uW, el 't 1 TRL- G "— PETAjiL ( 1j PE"`P TO fp 9 FX HAfLaf+6 fP 4LL IR AFl% TBP'RLRY ERA. RefS TO ff"E-ff.FO OFAVKG FOR PEPAU Ef+T CRLCNG ff,d.6Ev 2) AU Tf"thE9 rUL13-4 TRIf+#Sikrlf'R 11M fY FRLMl; 1*F,T EE :AAFLPTFFJA OCCIJ' P CC R'EFER TO I/ tY TP iy OFTGLt, FP ALTERNATE E+ aL9COLRDCNTh j) 4L /ALLEYS AOWENT0A—L)' FK2'f0 EY mLr--T 41 HJMX LOGO CEGkTG TOLL? FLOOR 0--T, -Y CC AD J-Ttl Lf TO 4 M C11 FOR aC ',T@'Y P1.LkeN& 14 ROOF 1R HNuLRS ro""r1 Hh24 OR LF,P C '>AG: T*02L L t. , 4LFtOOR TJh HL 14KS To eE T"+ Noe v'r 0. +T v1a Tx+a_. iKEti SWSON I USA IKA -SA HUS26 OR TH026 HHUS26-2 OR TH026.2 Ht MS-2 OR THMS-2 HHUs46 OR THO/e HGUs26-2 OR THOK?0-2 HGUs26-2 OR THOH2E-2 HGUS26.0 OR THOWS-] SULIR210 OR SKH210UR_ HGUS46 OR THOH46 THA422 OR MSH422 THAC422 OR MSH4711E HUC410 OR HD4101F THJA26 OR HJC26 EI—FVz'TIC,N 'I 1 nPE I LVJ145Ab - K1U THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & OIMENSIONS)s SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2, T3 2x4 SP #2: BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 120 MPH WIND, 22.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. s A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ' ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X60 T3 5X6 5 r T2 5 A) (A) 18-9-2 5X6= 5X8= r 3X6(A1) = 3X6(A1) 1-0-0 1-0-0 a L< 17-0-0 _I 17-0-0 I 34-0-0 Over 2 Supports R=1316 U=488 W=4" R=1316 U=488 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:4 FL 1 R Scale 1875" Ft. WA.RNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. M. eREFERTOHIB-91 (HANDLING INSTALLING ANO BRACING). PU8LISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O'ONOFRIO DR., SUITE 200' MAOISO N. NI 5J )19). FOR SAFETY PRACTICES PRIOR TO FI PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDIC ATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C T C L L D L 20.0 P S F R E F R 3 5 2-- 4 8 0 8 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Vr4 I 7. 0 P S F DATE 0 5 07 0 3 IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 i pBC DLRooFTRu55D1VI510NPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 10.0 PSF DRW SLTUSR352 D3127DD7 2722 SOUTH APOPKI. BLvD. BUT LO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i _ STATE OF pBC LLAPOFKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 0.0 PSF SLT-ENG WMR 407-2911 522 SPECIFICATION PUBL[$HEO BY THE AME0.lCAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTOR$ ARE MADE OF 20GA ASTM A653 GR40 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO R1• T 0 TFAX: 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OM THIS DESIGN, POSITION CONNECTORS PER 7Ay y0 L D . 37.0 P S F S E O N 11569 D U R F A C1.25 FROM M PROFESSIONALENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORLZATION#9216 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOP. ANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 07 '03 ISPACING 24.0" JREF 1S2K352 Z02 LV3L4DAO - K11) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X6= 5X6= 120 MPH WIND, 22.01 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIO-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6,0 5X6 5 r— —, 5 A) (A) 18-9-2 3X6(A1) = 5XD— 5X10= 5 V— 3X6(A1) mm 1 00 1 0 I_ 15-0-0 _1_ 4-0-0 _1_ 15-0-0 _I 34-0-0 Over 2 Supports R=1316 U=483 W=4" R=1316 U=483 W=4' PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 R Scale 1875" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND RACING. REFER TO HIB-9l (HANOLIN INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83 O'ONOF0. f0 OR., SUITE 200. MA ISON' NI 537181. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CH00.0 SHALL HAYF PROPERLY ATTACHED{4ivi STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FRODUCTS. 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 COMNECTOaSIAREPMADESOF020GATA5TNMA653AGR40RGALYANSTEELEREXCEPTIAS NOTEOND TAFPIYACONNECTORS TO t(tt IF1 ,/ C iT N0. 4.1104 17 STATE OFSI, ' s,t yy..O.R,o ; T C T C B C BC TOT L L D L D L L L L D. 20.0 7.0 10.0 0.0 37.0 P S F P S F P S F P S F P S F R E F R 3 5 2-- 4 8 0 9 DATE 0 5/ 0 7/ 0 3 SMYTH LUMBER CO. RooF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407.299.1 522 D RW SL TUSR35 031270U9 S L T- E N G WM R - S E O N 59398 FAX: 407-29"153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER s NALE D U R F AC . 1 .2 5 FROM MPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE IUI TAO IL TY ANO USE OF THIS SPACING 24.0" JREF s< 1S2K352_Z02CERTIFICATEOFAUTHORIZATION#9218 R T1FOR ANYCOMPONENTNYE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 07 '03 LYJ44JAD - K1L IHIJ UWG PREPARED ERUM COMPUTER INPUT (LOADS & DIMENSIONS)d'SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2, T4 2x4 SP #2: BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X6= 5X6= 120 MPH WIND, 21.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. i A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 18-9-2 3X6(A1) m J AV JAIL — D A 0 3X6(A1) a0 1-0-0 L 13-0-0 _1_ 8-0-0 _I 13-0-0 I 34-0-0 Over 2 Supports R=1316 U=478 W=4" R=1316 U=478 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND -` T C L L 20.0 P S F R E F R 3 5 2-- 4 8 1 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE {n " INSTITUTE. 583 D'ONOFR I0 OR.. SUITE 200. MAD ISON, NI 57119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCIT.N$. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 1F1 • F T C D L 7.0 P S F DATE 0 5/ 0 7/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `1R00FTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO = NO"42704 BC DL 10.0 PSF DRW SLTUSR352 03127009 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND _ B C L L 0.0 P S F S L T - E N G / WM RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN STATE OF A' 407-299-1 522 SPECIFICATION PUBLISHED BY THE AHER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE fCONNECTORSAREMADEOF20GAASTMA653GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CO NM ECTORS TO 4 7FAX: 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER N.,O"A,O " TOT.LD. 37.0 PSF SEON - 11584 PROFESSIONAL ENGINEERING DRAWING$ 160 A,Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NAtLL' D U R . F AC . 1.2 5 FROM MRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 7 CERTIFICATE OFAUTNORIZATION#9216 1OMPONPiTTF(1995N$ECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 07 SPACING 24.0" JREF 1S2K352 Z02 LVJL45Htl - K1J) 1— - ,. ,, .,,,..— , .. TOP CHORD 2x4 SP 2 :T1 2x4 SP #1 Dense: 120 MPH WIND, 21.18 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 1 Dense WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4 III 5X6= 2 X 4 III 2 X 4 III 5 r 5 1 18 9 2 X6— 5X8— 5X6= 3X6(A1) = 5 3X6(A1) 1-0-0 1-0-0 11-0-0 _1_ 12-0-0 _I_ 11-0-0 _1 Le 34-0-0 Over 2 Supports R=1316 U=472 W=4" R=1316 U=472 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIG-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M T C L L 20.0 P S F R E F R 3 5 2-- 48 1 1 INSTITUTE. SB3 O'ONOFRIO OR.. SUITE 200. MADISON, YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED t1F1 `• T C D L 7.0 P S F DATE 0 5 / 0 7 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED FIGID CEILING. A ({ DRW SLTUSR352 031270?0IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j Ne"42704 BC DL 10.0 PSFRooFTRu55DEVEs{oN PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR AN Y DEVIATION FROM THIS DESIGN; AN FAILURE TO AND 7C 7f 7E y 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE NITH TP1: OR FABRICAT{MG, HANDLING. SHIPPING, INSTALLING WITH PROVISIONS OF N05 DESIGN i B C L L 0.0 P S F S L T - E N G / WM RAPOPKA, FL 32703 BR ACIMG OF TRUSSES. THI$DESIGN CONFORMS APPLICABLE (NATIONAL STATE OF SEON 11581407-2991522 SPEC IF fCAT10N PUBLISHED RY THE AMER IC FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOR$ ARE MADE OF 20GA ASTM A653 GR40 GAIY. STEEL, EYCEPT AS NOTED. APPLY CONNECTOR$ TO OR,O:.•V T0T.L0. 37.0 PSF FAX: 407.2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OH THIS DESIGN. POSITION CONNECTORS PER D U R F AC 1.2 5 FROM MDRAWINGS160AZ. THE SEAL ON THIS ORAW LNG INDICATES ACCEPT ANCC OF PROFESSIONAL ENGINEERING R1 NA`. PROFESSIONAL ENGINEERING 0.ESF0NSIBILL TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" iJREF 1S2K352_Z02CERTIFICATEOFAUTHORAATON #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 07 _ ANSTITFI 1 1995 SECTION 2. LVJZ45Ab 1114) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)&SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP SS Dense 120 MPH WIND, 20.76 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 1 Dense WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. " DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4 M 5X6= 18-9-2 3X6 (A1) _ . 7 A = JAOUAD= 3X6( A1) a 0 )0 I— 9-0-0 _I_ 16-0-0 I 9-0-0 I RE 34-0-0 Over 2 Supports R= 1316 U=468 W=4" R=1316 U=468 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 1875" Ft. WARNING•` TRUSSES 11EOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H1, 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE E NSTIFUTE. SB3 O'ONOFRIO DR.. SUITE 700. MADISON. NI 53719). 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 DC516N TO iHF. INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0. ODUCTS. IMt. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO It 0. 0..tIFI *- l_ ; t G { % i NO.42704 '. T C T C BC L L D L DL 2 0. 7. 0 10. 0 D P S F P S F PSF R E F R 3 5 2-- 4812 SMYTH LUMBER CO. ROOF TRUSSDIV(StON D A T E 0 5 0 7 0 3 DRW SLTUSR352 03127011 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407. 299.1 522 FAx: 407.2999153 OUT LIT THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND DR AC ING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF (CAT ION PUBLISHED BY THE AMERlCAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE COMNEC ToARE MADE OF 106A AS TM A653 GR 40 GAL Y. STEEI. fICf PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PfR 1 STATE OF WRA O RIO w.``.• c'" BC TOT. LL LD. 0. 0 37. 0 PSF PSF SLT- ENG WMR SEON 11578 D U R F A C . 1.25 FROM M PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL. ON THIS DRAWING INDICATE' ACCEPTANCE OF PROFESSIONAL EWGINEfIING RESPOM$ 1 ILITY SOLELY FOR THE TRUSS COMPONf NT DESIGN SHOWN. IHE SU(TAR ILITY AND USE OF THIS CERTIFICATE OF AUTNORaAmN#9218 ANSIONENTIFOR99ANSECTRTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 07 '03 SPACING 24.0" JREF 1S2K352 ZD2 LVJL47NI5 - KID) TOP CHORD 2x4 SP SS Dense :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x4 SP SS Dense :B1 2x4 SP #1 Dense: 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. Yam.,,.., ., ,. ,,...... .................... ... ..... .... ... ... 120 MPH WIND, 20.35 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. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 6X12= 2.5X4= 6X12 2X4 7X6—m 2X40 5r T2 -,5 18-9-2 B1 HS412= 4X16= HS1018a 9 FYd- 4X10(B3) 4X10(B3) 1-0-0 1-0-0 I 7-0-0 I 20-0-0 _I_ 7-0-0 _I 34-0-0 Over 2 Supports 'I R=2619 U=860 W=4" R=2619 U=860 W=4" PLT TYP. High Strength, Wave TP195 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON, Wi 53719). FOR SAFETY PRACTICES PRIOR TO P ERFORMIRG THESE FUNCTIONS. UNLESS OTHERWISE INOICATED. TOP CHORD SHALL HAYS PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT; C. A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI5 DESIGN: ANY FAILURE TO M. IFIc t1% (o s N0"42704 : T C T C BC L L D L DL 2 D. 7.0 10•0 D P S F P S f PSF R E F R 3 5 2-- 48 1 3 DATE 05 0 7/ 03 SMYTH LUMBER CO. RoaFTRussDrvfsloN DRW 5LTUSR354 03127OT2 S L T - E N G WM R2722SoumAPOPKABLUE). APOPKA, FL 32703 4O7.299 1 5Z2 FAx: 407.29"1 53 BUILD THE TRUSSES IN CONFORMANCE NITH TFI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THI5 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AR MADE OF 20GA AST A653 GR40 GALV. STEEL. EECEPT A5 NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AN0 UNLESS OTHERWISE LOCATED ON THI5 DESIGN, POSITION CONNECTORS PER 7yC iS STATE OF t VVV < O p1p / B G T 0 T L L L D . D 37.0 D PSFF P S F S E O N 11572 D U R f A C . 1.25 FROM MPROFESSIONALENGINEERING DRAW I60 A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING`4PoNAL° RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISlS SPACING SEE ABOVE JREF N 1S2K352_Z02CERTIFICATEOFAUTHORIZATEON #9218 f 9 COMPONENT FOR AN'I PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1-1995 SECTION 2. May 07 'u X L V 3447A 11 - KLU) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5I— T 2-5-1 9- 0 2X4 (A1) - i-o 0 E5-0-0 Over Continuous Support R=127 PLF W=5-0-0 THIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)"SU8MITTED BY TRUSS MFR, DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING•" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T CBRACING. REFER TO HIG-91 (HANDLING INSTALLING AND BRACING). PUBLISHEO BY TPI (TRUSS PLATE 1 NSTITU TE. 587 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED A tlFl••. / T C L L DL 4 O.O l O.O P S F P S F R E F R 3 5 2-- 4814 DATE 0 5/ 0 7/ 0 3SMYTHLUMBERCO. STRUCTUR AI PANELS. BOTTOM CHORD SHALL HAVE A PRERLY ATTACHED RIGID CEILING. IMPORTANT" DRW SLTUSR352 03127013ROOFTRUSSDIVISIONFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. NOT RESPONSIBLE N0.j42704 BC DL 5.0 PSFSHALLBEFORANYDEVIATIONFROMTHISDESIGN: ANY FAILURE TO S L T - E N G WM R 2722 $OATH APOPKA BLvD. APOPKA.FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7f # 6 C L L 0.0 P S F 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF S FAx: 407-299 9153 CONNECTOR$ ARE MADE OF 20GA ASTM A657 GR40 GALY. STEEL. EXCEPT A$ NOTED. APPLY CONNECTORS TO O TOT L D . 55.0 P S F S E O N 1 2 9 6 3EACHFACEOFiRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER R1• r y DUR FAC 1PROFESSIONALENGINEERINGDRAWINGS160A,Z. THE SEAL ON THIS ORAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING 7MHe E CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FORANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 07 00 ANSI/ TPI1SECTION U SPACING 2 4. O" J R EF 1 S 2 K 3 5 2_Z 0 2 I.VJL45Ab - KC[J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 12.58 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. 2 X 4 III T 1-4-0 91-0 2X4(A1) m 3X4III 2.5X4 III 1-0-0 5-4-0 Over 2 Supports—_ R=425 W=3.5" U=200 R=232 W=4" U=200 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:4 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HI8'91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'O NOFRIO OR., SUITE 200. MAO 150 N. RI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAIl HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM UNLESS SHALL HAYE A PROPERLY ATTACHED RIGID CEILING.}fG 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 BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATION AI DESIGN SPEC If ICAT ION PUBLISHED BY THE AMER fCAN fOR EST AND PAPER ASSOCIATION) ANO TPI. ALPINEAA. CONNECTORS ARE MADE OF 206A ASTM A653 GA40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO M. tlFlCw% W7• / J' F NO" 4Z704 SSTATE OFPy7."',,R._ T C T C BC BC T0 T L L D L DL LL L D . 40.0 10.0 5.0 0.0 55.0 P S F P S F PSF PSF P S F R E F R 3 5 2 DATE 0 5 0 7 03 SMYTH LUMBER CO. ROOFTRussDIY1.4ION 2722 souTH APOPKA BLVO. APOPKA, FL 32703 407 299.1 522 DRW SL7USR35 0312703'd SLT-ENG WMR S E 0 N - 11648 FAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ee YYffl/AA P1_DDNAEOUR F A C . 1.00 PROFESSIONALENGINEERINGDRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SO ITAB[ L ITV AND USE OF THIS SPACING 24.0" t1REF 1S2K352 Z02 CERTIFICATEOFALITHORFIATION#9218 P c COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May 07 '03 r kLV3cwDna - Ke4 IR15 UW6 PREPAREU FROM COMPUTER INPUT (LOADS & DIMENSIONS)ASUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2 2x6 SP #1 Dense: BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=4.0 PSF IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) , TC From 100 PLF at 0.00 to 100 PLF at 21.00 BC From 10 PLF at 0.00 to 10 PLF at 20.00 TC 535 LB Conc. Load at 5.00, 15.00 TC 208 LB Conc. Load at 6.94, 8.94, 10.94, 12.94 BC 96 LB Conc. Load at 5.00, 15.00 BC 33 LB Conc. Load at 6.94. 8.94, 10.94. 12.94 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X14!m 2.5X4III 8X10ft 5 F— T 2 5 9-4-0 2X4 AI HS512 = 2X4 III 3X12(B3) 3X12 (B3) - 1-0-0 1_ 5-0-0 _I_ 10-0-0 I 5-0-0 1 LIE 20-0-0 Over 2 Supports R=2212 U=489 W=8' R=2314 U=524 W=8' PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 3125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE: IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND ORAC IMG. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1 NSTITUTE, SB3 O'ONOFRIO OR., SUITE Z00. MADISO N. MI 537191• FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY e's A T C L L 4 0.0 P S F R E F R 3 5 2-- 4 8 1 6 SMYTH LUMBER CO. ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID TC D L 10.0 P S F DATE 0 5/ 0 7/ 0 3 ROOF TRUSS DIVISION CEILING. IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1No.42704 BC DL 5.0 PSF DRWPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLTUSR352 03127014 2722 SOIfTH APOPKA BLVD. APOPKA.FL 32703 BUILD THE TRUSSES IN CONFORMANCE MITH TPI: OR FABRICATING. HANDLING. SHIPPING, 1NSTALIING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL 0ESIGN 1STATEOF t BC LL 0.0 PSF SLT-ENG WMR 407-29PINE91522BYMA653AGR40RGALVESTANDPAPERTAPPLYACONNECTORS O S E O N 11608FAX: 407-299-9153 CONNECTORSIONAREPMADESOFD20GATASTMHE STEEL, EXCEPTIASINOTED. TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R% OP. y.,"_.".." ` SroNAt TOT. L D. 55.0 P S F D U R F AC 1 0 0 FROM M PROFESSIONALENGINEERET4GDRAWINGS160AZ. THE SEAL ON THIS DRONING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBLL CERTIFICATE OF AUTHORLLATiON #9218 fTY SOLELY FOR THE TRUSS COMPONENT DE SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONP` T1FOR ANY NSECTRTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING BE516NER. PER May 0 7 ' 03 SPACING S E E ABOVE J R E F 1 S 2 K 3 5 2 Z O 2_ LYJZ45Ab - KZJ TOP C14ORD 2x4 SP #1 Dense J 2 2x4 SP SS Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 12.58 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. 3X6(A1) 5X4= 5X6w IRS V. TL , —1— 1 1 V11 I, 1 —V .1 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. T2 5 r— — 5 Id 9-4-0 2-5X4= 5X4= 3X6 (Al) 100 l 6-10-8 I 6-3-0 _1_ 6-10-8 _I Le 20-0-0 Over 2 Supports R=1096 W=8" U=400 R=1204 W=8" U=500 PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:1 Fl_ 1 R Scale 3125" Ft. WARNING" TRUSSES REOVIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND RACING. REFER TO HIB-91 (N AND INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE M T C L L 4 0.0 P S F R E F R3 5 2-- 4 8 1 7 INSiI TV TE. SB) D'ONOFR IO OR .. SUITE 200. MA 1SOM. WI 53719), FOR SAFETY PRACTICES P0. lOR TO PERF OR RING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID C€ILING. IMPORTANT'' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 00. FABRICATING, HANDLING, SHIPPING, IMSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONF0RMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE., CONWEC TORS ARE MADE OF 20GA AS TM A653 GRID GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLE 55 OTHERWISE LOCATED ON THIS DE516N, POSITION CONNECTORS PER IFI' Ff0 •' j a,42704 1 STATE OF rL(VOROfl / T C pUC pB C TOT D L DL L L L D . 1 0, 5.0 0 . 55.0 0 0 P S F PSF P S F P S F D AT E 0 5/ 0 7/ 0 3 SmY TH LUMBER CO. RE)oFTRU55DlY1510N 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299.1 522 FAX: 407-2999153 DRW SLTUSR36yl 03127OT9 S L T - E N G / WM R S E O N 11603 D U R f A C . 1.00 FROM M _ PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INOTCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COHPOWI NT DE51GN SHOWN. THE SUITABILITY AND USE OF THIS V i/l11 ', EiN` SPACING 24.0" JREF 1S2K352_Z02CERTIFICATEOFAUTHORIZATION #92 18 ANSIONENTIFOOR AM5ECTRTIC2LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 07 L,.. ZVS245AB - Cf) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 10-6 114 U=180 2-5-1 9 - 2 R=50 U=180 2X4(A1) ;a It 0 y1E 5-0-12 p 5-0-0 Over 3 Supports R=264 U=180 W=4' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 120 MPH WIND, 19.93 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 1I, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. i PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:8 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTEiTUTE, 583 O'ONOFRIO OR., SUITE 200. MADISON, Yl 53719J, FOR SAFETY PRACTICES PR IOP. TO PE RF ORMIN6 THESE FUNCTIONS. UNI ESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HhYE A PROPERLY ATTACHED R1610 CEILING. IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OE YIATION FROM THIS DESIGN; ANY FAILURE TO BUlLO THE TRUSSES IN CONFORMANCE PITH TP 1: OR FABRICATING. HANDLING, SH IPP IM6. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN M. ZiRf- E No.42704 ' y f1 7f i 7C STATE OF f T C T C pBC BC L L D L DL LL 20.0 7.0 10.0 0.0 P S F P S F PSF PSF R E F R 3 5 2-- 4 8 1 8 S MYTH LUMBER CO. ROOF TRUSS DIv15ION 2722 SOUTH APCIPKA BLW. APOPKA,FL 32703 DATE 0 5 / 0 7 / 0 3 DRW SLTUSR352 03127015 SLT ENG WMR 407-299.1 522 FAx: 407.299.91 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA 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 S 0RVoi-/ w.+•c'N`'`_ TOT L D . 37.0 P S F S EON 11590 D U R F A C . 1.25 FROM MPROFESSIONALENGINEERING CERTIFICATE OF AUTHORRATION #9218 DRAWINGS I60 A-Z. THE SFAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING` kESPON518ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SO TABiLITY ANO USE OF TN IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. r Md y 07 SPACING 24.0 JR E F 1 S 2 K 3 5 2 Z 0 2 LVJZ45Ab - 1,,Zj TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5 F— 2X4(A1) 1-0-0 Ir 3 0 12—*j 3,0-0 Over 3 Support R=198 U=180 W=4' 2 0-6 56 U=180 1-17-1 UL-2 R=26 U=180 in I URU Rernnev nun irn IRrUI ;Lunua a vI ,— I Iui 120 MPH WIND, 19.51 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCD[-=5.0 PSF. PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 OTY:11 FL 1 R! y Scale 375" Ft. NARNING-- TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H{B'91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M TC L L 20. 0 P S F R E F R 3 5 2-- 4 8 1 9 INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. MAD{SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERYlSE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED IFI • 3l' • TC D L 7.0 P S F DATE 0 5/ 0 7/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR35v. 031270MIMPORTANT". FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f Nc.42704 I CBCDL10.0 PSFROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NO BE RESPON$18LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO jIrt S L T- E N G WM R - 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND PROVISIONS OF NOS DESIGN I STATE OFJyE BC L L 0.0 P S FAPOPKA, FL 32703 407-299-1 522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE (NATIONAL S0""rEC EFICATIAR PUBLISHED BY THE AMERICAN FOREST AMD PAPER ASSOCIATION) AND 1Pt. ALPINE Sf FAX 407-29JS153 CONNECTOR$ ARE MADE OF 206A AST A65J GR40 GALY. STEEL. EXCEPT A$ NOTED. APPLY CONi0y EACH FACE OF TRUSS. AND UNLESS OTHERW{SE LOCATED 0X TNT OES 16N. POSITION CONNECTORS PER Q0n•A T0 T L D . 37.0 P S F S E O N 11551 D U R F A C 1 5 FROM MDRAWINGS160A-j. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s HA1. PROFESSIONAL ENGINEERING RFSPO NSIBILfTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 2 SPACING 24.0" L1REF E 1S2K352_Z02CFFMFICATEOFAUTFEORIOTIATN #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 80 ILOING DESIGNER. PER May 07 R 0 ANSI/TPI 1-1995 SECTION 2. ZVS245AB - CA) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 5I- 2X4 (Al) L-c--3-0-12--' 3-0-0 Over 3 SUDDorts R=183 U=180 W=8' 1Z115 U=180 1-7-1 R-02 U=180 IM1S UIW YHtHAHtU hKUM CUMPUIEH 1NVUI (LOADS & DIMENSIONS)ASUBMITTED BY TRUSS MFR. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HI8 91 (NANOLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INS iI TOTE. 587 O'ONOFRIO D0... SU(TE 200. MADISO N, NI SJ719). FOR SAFETY PRACTICES P0.10R TO'IFIPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAYE A PROPERLY ATTACHED R1'10 CEILING. 4 T C L T C D L L 3 0.0 15. 0 P S F P S F R E F_ R 3 5 2-- 48 2 0 SMYTH LUMBER CO. DATE 0 5/ 0 7/ 0 3 DRb! SLTUSR352 03127017 ROOFTRUSSDIVISION2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407 2991 522 FAX: 407-29991 53 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 SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A657GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH OR OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t j 4Q]04 1 j 7C STATEOF O R, OBC OL BC LL TOT . L D . 10.0 0.0 55.0 PSF PSF P S F SLT-ENG WMR S E O N - 13489 D U R . F A C . 1.33 FROM M PROFESSIONAL ENGINEERINGORAWINGS160A- Z.THE SF AL ONTHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E: SPONS 181 LITY SOLELY FOR THE TNUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORCEATION #9218 COMPO"111,FOR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 07 i SPACING 2 4. 0" J R E F 1 S 2 K 3 5 2 Z0 2 ZU5Z45Ab - 1-3 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WINO, 19.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WINO TCDL=5.0 PSF, WIND BCOL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 19-2-60"= 1'-*2FR=- U=180 11-0-011' 1-0-0 Over 3 Supports 7-1 R=175 U=180 W=4' PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:12 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOU[RE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP[ (TRUSS PLATE M. Aw - T 1. L L 2 0. 0 CPS F R E F R 3 5 2-- 48 2 1 INSTITUTE. 583 O'ONOFR IO OR., SUITE 200. MADI SON, MI 537I9), FOR SAFETY PRACTICES PRIOR TO P E0.FORMiNG iMESE fUMC TIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SH hLI HAVEPROPERLY ATT ACHEO'tlFi,. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1f(/ T C D L 7.0 P S F DATE 0 5/ 0 7/ 0 3 SMYTH LUMBER CO. DRW SLTUSR35 031270MRooFTRt155Drvt5foN 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 40407-29 -91FAx: 407-299-9 T 53 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 BUILD THE TRUSSES IN COIF ORNANCE WITH JP1; OR FABR [C ATIN6, HANDLING. $HIPPING. INSTALL LNG kND BR ACING OF TRUSSES. THIS DESIGN CONFORMS "IT APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S PEC IF (CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TO EACH FACESOFRTRUSS• ANDOF 2UNLESSTOTHERWISE4LOCATED ONAL ETHISEL. DESIGN. POSITION CONNECTORS i N0.42704 y i7 STATE OF t 1 . LO V yyYiii111, ANNBC BC T 0 T. DL LL L 0. 10. 0 0. 0 37. 0 PSF PSF P S F SLT- ENG WMR S E O N 11554 D U RF A C . 1.25 FROM M PROFESSIONALENGINEERINGDRAWINGS 160 A,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY F00. THE TRUSS COMP0 NEN7 DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS A1E SPACING 24.0" YJREF 1S2K352Z02 CERTIFICATEOFAUTHORIZATION #9218 P 0 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI) TPI 1-1995 SECTION 2. May 07 ZVS245AB - E1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4(A1) 1-0 0 1E 7-0-12 11 Q-7-0-0 Over 3 Supports—illm R=335 U=180 W=4' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) -SUBMITTED BY TRUSS MFR, 120 MPH WIND, 20.35 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. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 2 R8167 U=180 3-3-1 R=74 U=180 I PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:22 FL 1 R Scale 375" Ft. WARNING" TRUSSES 11EOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANDeBRACING. REFER TO HI1-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ D'ONOFRIO DR.. SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURhI PANELS. BOTTOM CHORD SMALL HA YE A PROPERLY ATTACHED RI ID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 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 AME%CAN FOREST,A PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A657 GR40 GALY. STEEL. EIfCEPI AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERW [SE LOCATED ON THIS I, ES IGN, POSITION CONNECTORS PER IFI '•. lfG s N0,42704 s * 3* y ; S STATE OF oR1 iV110 BLS. •. • T C T C BC BC T 0 T L L D L DL LL L D . 2 0. 7 .0 10.0 0.0 3 7 . 0 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 4 8 2 2 SMYTH LUMBER CO. ROOFTRu55DrvE5ION 2722 SOUTH APOPKA BLVD. APOPKA.FL 32703 407-299.1522 FAx: 407-299 91 53 DATE 0 5 / 0 7 / 0 3 DRW SLTUSR352 03127019 SLT-ENG WMR S E O N 95666 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS(B ILIT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB IL [TY AND USE OF THIS COMPONENT FOR ANY PARTICULAR aUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI / TPI 1.1995 SECTION 2. Po N` May 07 D1 D U R . F A C . 1 .2 5 F R 0 M M SPACING 2 4. D" J R E F 1 S 2 K 3 5 2 Z 0 2 nc o nr —cl—ci CllQUTTTrn OV TOncc MrD TOP CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x4 SP #2 120 MPH WIND, 12.58 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. 1 IR 5208 2- I5- 1 9J4.- 0 R=33 2X4 (A1) t 0 ylE 5-0-12 -!b. 5-0-0 Over 3 Supports R=409 W=8" U=200 PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:6 FL 1 R Scale 375" Ft. WARNING— TRUSSES REQUIRE EXTREME CAPE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND 80. AC ING. REFER TO HIB-91 (HANOLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE M T C L L 40.0 P S F R E F R3 5 2-- 4 8 2 3 DATE 0 5 / 0 7 0 3INSTITUTE, 583 O'ONOFRIO OR., SUITE 200. MAp15It. WI 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 RIGID CEILING. IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FROM THIDESIGN:A FAILURE BEOWITHLMC.27722 f....... f No. 42704 r, Is _ T C BC D L DL 1 0.0 5. 0 P S F PSF SMYTH LUMBER CO. DRW SLTUSR352 03127090 SLT- ENG WMR SOUTHAPOPKABLVO. APOPKA, FL 32703 407- 299.1 522 FAX: 407-299-91 53 INSTALLINGNY TPIORORANFABRICATING. HANDLINGS SHIPPING.DEVIATION BUITOIOCTHETRUSSESAINCONFORMANCENOANDBRACING 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 ASTM A653 GR00 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 STATE OF fL 5• VVVV O Rt)Of.0 BC T 0 T LL L D . 0. 0 5 5.0 PSF P S F S E 0 N 11557 D U R F A C . 1 .0 0 FROM M PROFESSIONALENGINEERINGDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFE$S[ONAL ENGINEE0.ING RESPONSIBILITY SALE LY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S'vNA SPACING 24 0" J R E F 1 S 2 K 3 5 2 Z 0 2 CERTIFICATEOFAUTHORQATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 07 , j ANSI/TPI 1-1995 SECTION 2. I / ZVS245AB - HI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-1 I s DIE 9-11-9 Le _ I 9-10-1 Over 3 Supports R=324 U=180 W=8" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)'SUBMITTED BY TRUSS MFR. 120 MPH WIND, 20.34 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS. 2 8-5234 U=204 3-2-14 R=327 U=180 0 PLI IYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:4 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDI iNG. SHIPPING. INSTALLING AND BRACING. REFER TO HI891 (HANDLING INSTALLING AND 8RACING), PUBLISHED 8Y TPI (TRUSS PLATE N$TITU T E. 583 D'ONOfR10 DR., SUITE 200. MA0150N. WI 53719), fOR SAFETY PRACTItES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY OtIFI •• f4 TC L L 20.0 P S F R E F R 3 5 2-- 4 8 2 4 SMYTH LUMBER CO. ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID T C D L 7.0 P S F DATE 0 5 / 0 7 / 0 3 ROOF TRUSS DEvES10N CEILING. IMPORTANT`• FURM[SH A COPT OF SHIS DESIGN 70 SHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IRU SHALL NOT BE RESPO11$1BLE FOR s No 4Z70 i BC DL 10.0 PSF DRW SLTUSR 352 03127037ANYOEYIATIONFROMTHISDESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE iRUSSES {N CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING TRUSSES. tOF BC L LAPOPKA. FL 32703 OF THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE j 0.0 P S F S L T - E N G / WMR 407-299-1 522 PEC IFICATION PUBLISHED BY THE AME0.1CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNEC TOR5 ARE HADE OF 20GA ASTM A653 GRAO GALI. STEEL. EXCEPT Al NOTED. APPLY JyIOR10rFAx: 407-2999158 CONNECTOR- TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE ICATEO ON THIS DESIGN, POSITION CONNECTORS PER Ai N iTN c T 0 T L D . 3 7.0 P S F S E Q N 11593 PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY 5OLELY FOR THE f• D U R F A C 1.25 FROM M CERTIFICATE OF AUTHORIZATION#9216 TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mail Q] '03 ANSITPI1-1995 SECTION 2. SPACING SEE ABOVEJ JREF 1S2K352 Z02_ LVJc47AIs - nt TOP CHORD 2x4 SP SS Dense BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 4-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 0-3-10 120 MPH WIND, 15.00 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3.54 1— T 1 r144 U=180 2- 4I- 13 1- 0 R=74 U=180 2X4(A1) Lc1-5-or— 7-0-14 _1 7-0-2 Over 3 Supports Bo R=179 U=180 W=11.314" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 375" Ft. NARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M ca T C L L 14 . O P S F R E F R 3 5 2-- 4 8 2 5 INSTITUTE, 583 O'ONOFR IO OR .. SUITE 11O. MADISON, NI 531]9). FOR SAFETY PRACTICES PRIO0. TO PERFORMlNG THESC FUNCTIONS. UNLF SS OTHERWISE INDICATED. TOP CH0R $HALL HAVE PROPERL'/ ATTACHED t IFI l ( "Tr'C' rr7 T 1. D L 7 . O P S F DATE 0 5 / 0 7 / 0 3 SMYTH LUMBER CO" STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR35 03127021IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No"42704 i BC DL 10.0 PSFROOFTRUSSDIVISIONFRODUCTS. INC. SHALL NOT B[ RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURETO 1 Z1 S L T - E N G WM R2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI,' OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 7C 7C T B C L L 0 0 PSFFAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC If (CATION PUBLISHED BY THE AM ]CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF r` 407 299-1 522 FAx: 407-299Q 153 CONNECTORS ARE MADE OF ZOGA AS7M A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0. 0 p1 w TOT L O . 31 . 0 P S F S E O N 11565 D UR F A C 1 5 FROM MDRAWING$ 160 A2. THE SEAL ON THIS OkAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING{%NA PROFESSIONAL ENGINEERING RESPONSIBILITY SOIEIv FOR THE TRUSS COMPONENT DESIGN $HOWR. THE SUIiAB iI ITV AND USE OF TNI$ 2 SPACING SEE ABOVE JREF 1S2K352_Z02_ CERTIFICATE OF AUTF40MIZATION 1F9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDIN6 OES IG N ER, PER May 07 3 ANSI/TPI 1-1995 SECTION z. ZVS245AB - F1 TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 2X4 (R) LIE 11-0-0 Over Continuous Support R=110 PLF W=11-0-0 2X4(R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS)'SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC e 24" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. If Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TP195 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND 1 C L 40.0BRA(ING. REFE0. TO HIO-91 (HANDLING INSTALLING AND BRACING). PVBLISHEO BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. HAOI$ON' NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCTI0N5. UNLESS OTHE0. MA INDICATED, TOP CHORD SHALL HAYS PROPERLY ATTACHED tIP1 / T C L D L 10.0 P S F P S F R E F R 3 5 2-- 4 8 2 6 DATE 0 5 / 0 7 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7 C DRW SLTUSR352 03127022ROOFTRUSSDIVISIONIMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION ALPINE ENGINEERED N0.42704 '' BC DL 5.0 PSF 2722 SOUTH APOPKA BLvO. PRODUCTS, INC. SHALL NOT BE RESPONS{BLE FOR AXY DEVIATION FROM THIS DESIGN: ANY FAILURE TOHISDESIGN; BUILD THE TRUSSES S L T - E N G / WM RAPOPKA. FL 32703 IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNOF t BC L L 0.0 P S F 407.299 E522S•: SPECIFICATION PUBLISHED 8Y THE AME0.ICAN FOREST AND PAPER ASSOC lAT10NJ TP 1. ALPINE ACHEFACE ARE MADE OF 2UNL STATE OF c FAX: 407-299-9153 GR40 GALE. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO oR o TOT.LO. 55.0 PJF SEON 63302OA653THERWISEUNLESSEACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D UR F A C 1.00 FROMPROFESSIONALENGINEERING DRAWINGS 160 A 2. THE SEAL OH THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGpPo a. e''....`....'''• RESPONSIBILITY SOLELY FOR THE TRUSS COMRONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M CERTIFICATE OF AUTHORQATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 07ANSI,TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1S2K352_ZO2 LVJC4 AU - YL IIIJ V11V II1LfF— --. LV1'IrVICI. 1I.I U1 LLVA— I] V11'ICIT—VI\J) JU V1-1ILL' VI -- Ill — TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 18" 4-1-8 5-4-8 f I 2 X 4 III SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2X4 (R) _ 2X4 (R) = 2X4 III 2X4 III ONN 3X4= 3X4= NIE 11-0-0 Over 2 Supports I R=605 W=7' R=605 W=3.5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 TY:5 FL 1 R Scale 3751' Ft. ARMING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 40.0 P S F R E F R 3 5 2-- 4 8 2 78RACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBIiSHEO OI TPI (TRUSS PLATE 1 NS7I TU TE. 583 D'ONOfR10 DR., SUITE 200, NADISO1 NI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED iv . . f4 • T 1. D I_ 10.0 P S F DATE 0 5 / 0 7 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t N0 4•O {{' i ROOFTRussDIYfSEON 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 pLJC DL 5, V PSF DRW SLTUSR35 0312702-3 SLT ENG /WMR2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND PROVISIONS NDS DESIGN STATE os BC LL 0.0 PSFAPOPKA,FL 32703 22 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE OF (NATIONAL SPECIFICATION PUBLfSHfO BY TIC FOREST 0.N0 PAPER ASSOCIATION) AND TPI. ALPINE fA F VVV/ FAN 407-2919 coxNECTO. ARE MADE Of 20GA ASTM A653 GR40 GAL'v. STEEL. EXCEPT AS NOTED. APPLY <ONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R_; r " rolYAl1E TO T L D . 55.0 C' PSFF S E 0 N 63305 D U R F AC 1.00 FROM MDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICAIE$ ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETNUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAITTHORRAT10N 89218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 07 103 SPACING 24.0 I JREF 1S2K352_Z02LYAHSIJTPI1T995SECTION2. ZVS245AB - F3) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. IH15 DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) -SUBMITTED BY TRUSS MF9. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. I TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1 17108 20" 6-7 3X410 I_ I 2X4= 4X6= 3X6= 2.5X4 2X4 HI 2.5X4 3X6= 4X6- 2X4= 4X8= iIill —`— —ice \\ 4X8= 3 X 4 III T 1 01-4-0 9- id.- DL 16- 2-0 Over 2 Supports BID R= 1342 W=7" R=1342 W=3.5" PLI IYP. Wave TPI95 R Design C r i t : T P I STD 6.10 OTY:2 FL - 1 R Scale 375" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INAND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 O'ONOFR IO 00... SUITE 200. MAO ISON, NI 53719). 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. $ HALL NOT BE RESPONSIBLE F00. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO= BUILD THE TRUSSES IN CON FOR NANCENI TH TPI: OR FABRICATING, MANGLING. SHIPPING, INSTALLING ANO BRACING OF TRUSSES. TINTS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST ANO PAPER ASSOCIATION) ANO TPI. ALPINE C OMN' C' C TO$ ARE MAOE OF 20GA AS TM AGSIGR4O GAL Y. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M MI R 6 F''..'_ iR/ YY ((:'7ff:// 1G NO"42704 s STATE OF : S _ I. 0R Q`e T C L L T C D L BC DL p BC LLTOT. LD. 70.0 10.0 5.0 0.0 85.0 P S F P S F PSF PSF PSF R E F R 3 52-- 4 8 2 8 SMY7H LUMBER CO. ROOF TRu55Drvt51oN 2722 SOUTH APOPKA BLVD. APOPKA.. FL 32703 407-299. 1522 FAR: 407- 299.9153 DATE 0 5 / 0 7 / 0 3 DRW SLTUSR352 03127024 SLT-ENG WMR SEON 63310 D U R . F A C . 1.00 FROM M PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORQATION#9218 ORAWINGS 160 A,2. THE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPO NSIBIL [TY SOLELY FOR THE TR U55 COMPONENTOES IGN SHOWN. THE SUITABILITY ANO USE OF TH {5 ANS ION IT1F1995N SECTION NC 2LARBUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER f.1` t .1P(P_A 1Ar7May D7SPACING24.0" JREF 1S2K352 '02 LY3L4DME3 - r,+) TUIC nUr DDCDADCn rDnM rnMDUTrC TWO11T (I nAnS F. nTMFNSTONSI (;IIRMITTF RY TRUSS MFR TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 16.5' 7-10-8 7 f I 2X4 (R) _ 2 X 4 III 2X4 (R) = 06= 3X6= 2.5X4 2X4 III 2.5X4 = 3X6= 4X6= 2X4 III KOO 4X6= 15-10-8 Over 2 Supports I R=1349 W=7" R=1349 PLT TYP. Wave TPI95 R Design Crit: TPI STO 6.10 OTY:5 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M T C L L 70.0 P S F R E F R 3 5 2-- 48 2 9BRACING. REFER TO HIS-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'0NOFRIO OR., SUITE 200. MAD ISO N. W1 53119). FOR SAFETY PRACTICES PRIOR TO 'tIF I VPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ^'7..% E` T C D L 10.0 P S F DATE 0 5/ 0 7/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No-42704 i BC DL 5.0 PSF DRW SLTUSR352 031270Z5 ROOF TRUSS DIVISION PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY OfV[ATI ON FROM THIS DESIGN: ANY FAILURE TO 2722 SOL/TH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND _ _ APOPKA.FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF l BC LL 0.0 PSF SLT ENG /WMR SPEC IF ICAT[ON PURL [SHED BY THE AMEA ICAN FOREST AND PAPER ASSOCIAT 10NI ANO TPI. ALPINE .• OR1O • f` T 0 T . L D . 8 5 . 0 P S F S E O N - 63313407-299-1522 :FrCoNNECT00.5 ARE MADE OF 20GA AS TM A65) GR 40 GAL Y. STEEL, EXCEPT A$ NOTED. APPLY CONNECTORS TO FAx: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ..•'t• PROFESSIONAL ENGINEERING DRAWINGS 16(1 A-Z. THE SEAL ON THIS ORAWING 1NOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Irppa, {. DUR JAC. 1.00 FROM M 0.ES PON SI BI LITSOLELY FOR THE TRUSS COMPONENT DESIGN SHONq. 7HE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORCZATION S9218COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 07 It, SPACING 24. 0 " .J R EF -, 1 S 2 K 3 5 2_Z0 2 V ANS[ J7PI 1. I., SECTION 2. LVJ44!)AEf - Vn) TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 1-0-8 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)"SUBMITTED BY TRUSS MFR. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 7-10-8 19.5I- 7-10- --A I 2X4 III 2X4 (R) 2X4 ( R) = 4X6= 3X4m 2.5X4 = 2X4 III 2X4 III 2.5X4= 3X4= 4X6= 2X4 M 0 KFAm M 010GAN 6 wnArm63X6= 3X6ffi NE 17-4-8 Over 2 Supports 9101 R= 956 W=7" R=956 W=3.5" 1 01-II4-0 9-- L- OL PLl TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:7 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BR" ACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NSTiTUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUMCT 10N5. UNLESS OTHERWISE INO ICA ED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED R161D CEf LING. IMPORTANTNC FURNISH A COPY OF THIS DESIGN 70 THE iMSTALLATtON CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 1P1: OR FABR{CATIOG, HANDLING, SHIPPING. INSTALLING ANO BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AME0. (CAN FOREST ANO PAP ER ASSOCIATION) AND TPf. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR4D GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER DR ANINGS 160 A,Z. THE SEAL ON INIS ORAGING INOfCATES ACCEPTANCE IIF PROFESSIONAL ENGINEERING 7NA EV RE5PONS18ILITY10LILYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE '11 AOL 1TY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE OU IL0ING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. EiE. ZIFI ••••`. Na. 42704 1 " 7{ STATE OFR 0 p10 s . fMay U7 _ T / C L L T C D L BC DL BC L L TOT . L D . 40.0 10. 0 5. 0 0. 0 5 5.0 P S F P S F PSF P S F P S F R E F R 3 5 2 SMYTH LUMBER CO. ROOFTRU55DIVISION 2722 SOUTH APOPKA Bwo. APoPKA. FL 32703 407-299.1 S22 FAx: 407-29991 53 PROFESSIONAL ENGINEERING CERTIFICATE CIF AUTF10RlzATIOH # 9218 DATE 0 5 0 7 0 3 DRW SLTUSR352 03127026 S L T - E N G / WMR S E O N 63320 DUR. FAC. 1. 00 FROM M SPACING 24.0" JREF 1S2K352_ZO2 cv)t45AD - ro rnia unu—crMMcv rMun X.vrirvrcM Lnru1 LLVKva b ULrrCnJ1VRJJ JUDMJIICU DI IMu3J nrK. TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 1-0-8 3 X 4 III IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W=2.5X4 =- 3 X 4 III 3X6= W=2.5X4 m 3X6= 17-4-8 Over Continuous Support R=107 PLF W=17-4-8 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:1 FL 1 R Scale 375"/Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BR AC IN6. REFfR TO H1841 (HANDLING INSTALLING AND GRACING), PUBLISHED BY TPI (TRUSS PLATE 1 NSTliU TE. 5BJ D'ONOFR'0 DR., SUITE Z00. MAD ISON. NI 53719). FOR SAf ET PRACTICES PRIOR TO PERfORMING THESE FUNCTi0X5. UNLESS OTHERWISE 1N01CATE0. TOP CHORD $HALL HAYE PR OP ERLS' ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID (FILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE YIATION FROM THIS DESIGN; ANY FAILURE t0 Qt FI (;a , ft4 - 7 i N0.42704 T C T C BC L L D L DL 40.0 10.0 5.0 P S F P S F PSF R E F R 3 5 2-- 4 8 3 1 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5/ 0 7/ 0 3 DRW SLTUSR352 0312702.7 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-2991 522 FAx: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISION$ OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA AS AM A653 GR4O GALV. STEEL. EXCEPT AS NOIED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i 1 STATE OF SSS %4Oe -1-4. '1 uPl B C T 0 T L L L D . 0. 55.0 0 P S F P S F S L T- E N G WM R S E 0 N 63331 D U R F A C . 1.0 0 FROM MPROFESSIONALENGINEERINGDRAWINGS160AZ. THE SEA( 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 ANSIJTPI 1-1995 SECTION z. M ay 07 '0 3 SPACING 24.0'" tJREF 1S2K352-_ZO2 ZVS245AB - F7) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)' SUBMITTED BY TRUSS MF3. TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 2X4 (R) IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2X4 (R) =— i 11-2-8 Over Continuous Support— R=110 PLF W=11-2-8 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:1 FL 1 R Scale 375" Ft. WARN ING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H1691 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ O'ONOFP.IO OR., SUITE 200. MAOI$ON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORO SHALL AVEHPROPERLYATTACHEDT[ FIr:• % T C L.L 1 C D L 40. 0 10. 0 P S F P S F R E F R 3 5 2-- 48 3 2 DATE 0 5 0 7 0 3 lSmy*rH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Nr rG0AIlIMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.42704 i R00FTRUSSDIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC OL 5.0 PSF DRW SLTUSR352 03127028 2722SOUTEiAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, lNSTALLING AND 71f• 1 p APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESI6N CONFORMS WITH APPLICABLE PROVISION$ OF NO$ (NATIONAL DESIGN STATE OF 5 U C L L 0.0 P S F S L T - E N G / WM R 407.299. 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE FAx: 407- 2939153 CONNECTOR$ ARE MADE Of ZOGA ASTM A653 6R40 6ALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER NR['w'aN` i1YIQ AL TOT. LD. 55.0 PSF SEON 63329 D U R F A C 1.00 FROM M PROFESSIONAL ENGINEERINGDRAWINGS160A-Z. THE 5EAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTTIORRATION 8921E RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TFE SUITABILITY AND USE OF THIS COMPONENT FORANY ANSECT[OICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May E07 '03 I SPACING 24.0" JREF 1S2K352 Z02 GV JC4DAD - rb TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 20.5" 4-1-8 5-4-8- 8 2X41A SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2X4 (R) =- 2X4 (R) = 2X4 M 2X4 M I I . Nil 3X4= 11-2-8 Over 2 Supports 30 _1 R=616 W=7" R=616 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:5 FL 1 R Scale 375" Ft. WARNING•` 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. 583 D'ONOFRIO OR., SUITE 200. MA0150N. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING TMESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL MAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M Will j, . fCI tC % T C TC L L D L 4 0.0 10.0 P S F P S F R E F R 3 5 2-- 48 3 3 DATE 0 5/ 0 7/ 0 3 SMYTH LUMBER CO. DRW SLTUSR352 03127029ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPMA. FL 32703 407-299 1 522 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT Bf RESPO N518 LE FOR ANY DE YIAN ON FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE M[TN TPI; OR FkBR ICATING, NANOLl NG. SN tPP LNG. INSTALL IMG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROY:SIONS OF NOS (NATIONAt DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AXD PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO N0.42704 • STATE OF FSVVVA BC BC T0 T DL L L L D . 5.0 0.0 55.0 PSF P S F P S F S L T - E N G / WM R S E Q N 63333 FAX 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEP, a%p DU R F A C . 1.00 FROM MPROFESSIONALENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP0NSt81LITY SOLELY FOR THE TRUSS C0NPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS_ ALE SPACING 24Nt1REF1S2K352_Z02CERTFICATEOFAUTHORRATION#9218 Y ANSIOTPITIFOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 2..0" May 07 , ZVS245AB - F9) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. U18 I FHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)- SUBMITTED BY TRUSS MFB. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. f 5-4-8 - 1 —_ 4 8----i I_ I 2 X 4 III 2X4 (R) s 2X4 01 2X4 E 2X4 (R) = 2X4 M 3X4= 3X4= 11-5-8 Over 2 Supports — R=630 W=7' R=630 W=3.5' Note: All Plates Are 142.5X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:6 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND SR kC ING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1NSTITUTE. 583 O'ONOFRIO DR., SUITE 100. MA IS N. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M SIFI ' / C T C T C L L D L 40.0 10.0 P S F P S F R E F R 3 5 2-- 4 8 3 4 DATESMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. l 0 5/ 0 7/ 0 3 DRWRooFTRUS5D1v1swNNNIMPORTANTNCFURNISHACOPYOFTHITDES16MTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED tji NQ.4']Q4 •f BC DL 5.0 PSF 2722 SOUTH PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLTUSR352 03127030 S L T - E N G WM R APOPKA BLVD. APOPKA, FL- 32703 407-299-1 522 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 STATE OF dVVV B C ILL 0.0 P S F SEON 63335FAX: 407-295+3153 CONNECTORS ARE MADE OF TOGA 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 Rt r TOT. LD. 55.0 PSF D U R F AC 1.00PROFESSIONALENGINEERINGDRAWINGS160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGA RESPON5181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS7FROMM CERTIFICATE OF AUTHORIZATION #92 18 COMPONENTFOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 07 'uSEPARTICULAR SPACING 24.0" JREF 1S2K352_ ZO2 IVJL45Ab - P1U) TOP CHORD 4x2 SP ##2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP ##3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1 2-10-8 2.37" 1-7-8_1 r-r1 i . 2X418 2X4 Ili 2X4 (R) 2. 5X4 2. 5X4 m 2X4 (R) = 2X4 IQ 1 0-8 1 01-II4-0 V PA +91 D I_ 2. 5X4 = 2X4 IN 2. 5X4 = 2. 5X4 - 5- 6-6 Over 2 Supports R= 304 W=3.5' R=304 IN LIEU OF STRUCTURAL PANELS USE PURI_INS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:1 1 R Scale 375" Ft. LACING. " TRUSSES Rf OUIREEXTREME CARE IN FABRICATION. H. P ItlG, SHIPPING. INSTALLING AND I RACING. ING. REFER TO Me - 9k ( MANDL ING INSTALLING Atl0 BRACING). PUBLISHED BY YPI (TR U55PLATE INSTITUTE. 563 D'ONOFRIO OR., SU1TE 200. MAGI SON. NI 53719). 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 R;GID CEILING. IMPORTANT" FUR MISH A COPY OF THIS DE51GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO M. jpj •., ci F .. No.42704 L t = 1CFL1 C L L IC D L BC DL 40.0 10.0 5.0 P S F P S F PSF R E F R 3 5 2-- 4 8 35 DATE 0 5 / 0 7 / 0 3 SMYTH LUMBER CO. ROOF TRUSS DivisioN DRW SLTUSR352 0312703,1 SLT-ENG WMR A 2722 SOUTHAPOPKAEILVO. APOPKA. FL 32703 407-299- 1 522 FAN.: 407- 29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AN O BRACINGOF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Sp t CIF ICATIOMPUBL)SHEO BY THE AMERICAN FOREST AND PACER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 71f 1 STATE OF j tom ti O R10' ` PV "'• BC LL TOT . L D . 0.0 55.0 PSF P S F S E U N 63338 OUR . F A C . 1.00 FROM M PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERMG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Np` • SPACING 24.0" JREF 1S2K352_Z02 CERIIFIC-ATE OfAUTHORUATION #9218 1COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AN'.17TP1 1. 1995 SECTION 2. May 07 ' 0 3 LV JL47/1D - r i i EMI) UNB PKtPARtU rKUM LUMPU1tR INPUI (LUAUS & UIMENSIONS) 5UHM11FED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 1-7-E3-U81-7-8 1 2.5X4= 2 X 4 III 2.5X4 = 2X4 III 2X4 (R) 1-0-8 X4 (R) = 1-0 1-I4-0 9= i4 >1L 2X4111 2.5X4= 2.5X4 = 2X4 M 3-6-7 Over. Z Sup2ort&j R=195 W=3.5R=195 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave TPI95 R Desi gn Crit: TPI STD 6.10 OTY:1 FL 1 R Scale 375" Ft. YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND IC L L 40.0 P S FBRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'OMOFRIO DR., SUITE 200, MAO ISON. WI 57719). FpR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERYISI INOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Ai IFI. F T C D L 10.0 P S F R E F R 3 5 2-- 4 83 6 DATE 05 0 7/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. j7G `({•. DRW SLTUSR352 03121032ROOFTRussDEviSEoNIMPORTANT" FURNISH ABC OPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, N0.4z%04 ' p / BC DL 5. U PSF 2722 SOUTH APOPKA, BLVD. INC. SHALL NOT E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND S L T - E N G WM RAPOPKA. FL 32703 BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF B C L L 0.0 P S F 407-299.1 522 SPECIE IfATION PUOIISXFD BY THE AM£RICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A%, S E O N 63341FAx: 407-299.9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS 0 HERR SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Aw QA,O T O T. L D. 55.0 P S F DUR. FAC. 1.00 FROM MPROFESSIONALENGINEERINGDRAWINGS160A"2. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING tf N" RESPONSIBILY SOOMEN ITLELYFORTHETRUSSCOMPTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS Y CERTIFicA-rEOFALITHORuk-noN# 9218 CIMPOTPITIF/995NYE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 07 SPACING 24.0" JREF 7 1S21<352 L02 ZVJ[4Mb - I-1ZI TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 15.56J3" Typ. 2 X 4 III 2.5X4= 2X4 (R) 1 0-8 X4 (R) = 1 0 1-II4-0 2.5X4 = 2X4 III 1-9-9 Over 2 Su orts R=99 W=3.5" R=99 W=3.5" IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave 1PI95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING— TRU55ES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18 91 (HANDLING INSTALLING ANO BRACING). PUBIISHEO BY TPI (TRUSS PLATE INSTITUTE. 58J 0 0NOF0. I0 OR.. SUITE 200. NA0ISON, YI 5J719J, FOR SAFETY P0. ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERYfSE INDICATED, SOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. M. A..- 0. IFI•••% w3(V R1' • T C T C L L D L 40.0 1 0.0 P S F P S F R E F R 3 5 2-- 48 3 7 DATE 0 5/ 0 7/ 03 SMYTH LUMBER CO. DRW SLTUSR352 G31270y3ROOFTRUSBDIVISION 2722 SOUTH APOPKA BLVD. 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 DESIGN; ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, IN$T ALLING AND BRACING OF TRUSSES. THIS OES IGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC EFICATI ON PUBLI$Hf0 BY THE ANER IC AN FOREST AMD PAPER AS GC IA IO NJ AND TP7. ALPINE i0 EACHEFACESOFPTRUSS. AND UNLESSOF 20GA TOTHERWISE4LOCATED ONETHISEDESIGN. POSITPT ASD. APPLY ION CONNECTORSPER NO.442704 = i Qs STATE OF t jj"5 j ty' O R1Q V BC BC T 0 T: DI_ LL L D. 5.0 0.0 55.0 PSF PSF P S F SLT-ENG WMR S E 0 N 63344 D U R F A C . 1.00 FROM M PROFESSIONAL ENGINEERINGDRAWINGS160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING'I Hp E° RESPONSIBILITY SOLELYf0RTHET0.USS COMPONENTDESIGN SHOWN. THE SUITABILITY 0.N0 USEOF THIS A SPACING 24. 0" JREF 1.S2K352_Z62 CERTIFICATE OFAUTHORIZATION#9218 ANSIOONENT 1FOR AN$E PARTICULAR BUILDING I$ THE RESPONSIBILITY OF THE BU ILO ING Of SIGNER. PEA May 07 _ LV C43Ab - 1-13) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :62 4x2 SP #1 Dense: WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 16" INIS Uw0 YHtNAHtU FROM CUMPUILR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-1-8 -1 15" Tyg I- I 2X4 III W=2.5X4 2X4 (R) 2X4 (R) = 4X6= 3X4m 2.5X4 = 2.5X4- 2.5X4 i= 2.5X4 m 3X4= 4X6= 2X4 III fir in I 3X6= a 3X6= W=3X6 - 2.5X4 19-7-0 Over 2 Supports R=1077 W=7" R=1077 W=4" PLI IYP. Wave IP195 K Design Crit: TPI STD 6.10 OTY:6 1 R Scale 375" Ft. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO 91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SO 0'0'OF'TO DR., SVITE 200. MAO(SON, MI 537I9}. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED tlFl . lFLTC 1 C L L D L 40.0 10.0 P S F P S F R E F R 3 5 2-- 48 38 DATE 0 5 0 7 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. 7 DRW SLTUSR352 03127034ROOFTRUssDIVISIONIMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 1 BC DL 5.0 PSF 2722 SOUTH APOPKA BLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S L T - E N G WM RAPOPKA, FIL 32703 407-ZCJJ-1 $22 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WIT. APPLICABLE PROYISIOMS OF NOS (NATIONAL DESIGN SPECIFICC'OATION PUBLISHED BY THE AMERICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE sT QF S B C L L 0.0 P S F S E O N 63347ASNOTED. LyTORSNPERECTORS TO2UNLESSTOTHERWISE40l0CATED O p1 TOT . L D. 55.0 P S fFAx: 407-299.9153 EACHCONNEFACESOFRTRUSS, ANDADONETHISEDESIGN. POSITION CONNECXCEPTtiN D RDRAWINGSI60A,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EWGiNEERINGi7Po` PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 015iGN SHOWN. THE SUITABILITY AND USE OF THIS A7 D F AC - 1.00 FROM M CEIMFM.ATEOFAUTHORI7AnoN#9218 COMPONENTBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERT1FORANY May 07 'U_ SECTPARTICULAR SPACING 24.0" JREF 152K352 tZD2 LVJL45AIJ - F 14 i nla unu rmcr—LV rmum uunruicm Inrui (LVNVa a ulr'c"J I. Vn I Juumi..LV OI —v— . TOP CHORD 4x2 SP #2 BUT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-1-8 ` 7-10-8— 2X4 III W=2.5X4 =- 2X4 (R) = 4X6= 3X4- 2X4 UI 3X4= rW 1W' OWIN010A 6, OAO4m\m 2X4 (R) _ 4X6= 2X4 III 3 X 6 =— 3X6= W=3X6 - Le 17-8-8 Over 2 Supports BIN R=974 W=7" R=974 W=5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R Scale =.375" Ft. WARMING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION,- HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H1891 (HANDLING INSTALLING AND BRACING!. PUBLISHED BY TDI (TRUSS PLATE M A T C L L 40.0 P S F RE F R 3 5 2-- 4 8 39 INSTITUTE. 587 D'OKOFRIO DR., SUiiE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORO SHALL HAYE PROPERLY ATTACHED STRUCTURAL PALM ELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE' RIGID CEILING. QtIFI. V T C D L 10.0 P S F DATE 0 5 / 0 7 / 0 3 SMYTH LUMBER CO. DR4I SLTUSR352 03127075ROOFTRussDEVESiom 2722 SOUITE APOPKA BLVD. APOPKA. FL 32703 407-299.1522 FAX: 407-299.9153 IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPOMSIBIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IX COMFORHANCE WITH TPI: OR FABR ICATlN6. HANDt IMG. SH IPPlN6, INSTALLING AND BRACIWG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC [F !CATION PUOLISMEO BY THE ANERICAN FOREST AXO DA PER ASSOC tAT10N) AMD TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ONEACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS 0 SIGI, POSITION CONNECTORS PER N0.42704 ' tSTATEOF S PRO •- BC pU C TOT DL L L L D . 5.0 0.0 5 5.0 PSF P S F P S F S L T - E N G WM R S E O N - 63350 D UR F AC . 1 .0 0 FROM MPROFESSIONALENGINEERING DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1w,1 i SPACING 2 4.0 IJ R E F - ]. S 2 K 3 5 2 Z 0 2CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 0 7 ZVS245AB - F15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)XSUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 7-10-8 14. 5 -1 7 II 2X4 III 2X4 (R) 2X4 (R) 3X6= 2X410 3X6= 2X4 III 100 —maW0051t. 3X6= 15-8-8 Over 2 Supports R=864 W=7" 3X6= R=864 W=5" 1--01-4-0 9.-L- 0L Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:l FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M e BRACING. RR TO HI-91 (HANDLING INSTALLING AND B, LISHED 8Y TPI (TRUSS PLATE INSTITUTE. EFE583 0 NOFBRIO OR., SUf TE 200. MAD ISO N, WI RACING) 63718), FPUBOR SAFETYPRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED I"- t FI • '•. V r• FTC T C L L D L 4 0. 0 10.0 P S F P S F R E F R 3 5 2-- 4 8 4 0 D A T E 0 5/ SMYTH LUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. e(L' 0 7/ 0 3 DRWSLTUSR352 03127036 ROOF TRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO"42704 ' p DC DL5.0 PSF 2722 SOUTH APOPKA BLvD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TN IS DE516N: ANY FAILURE TO BUILD THE IR US Is IN CONFORMANCE Y1T4 TP 1: OR FABRICAT I 96. HANDLING, SHIPPING, INSTALLING ANO SLT-ENG WMR APOPKA.FL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF t BC LL 0.0 PSF 407-299- 1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND TPI. ALPINE I S @ S E: O N 63352 FAx: 53CONNECTORSAREMADEOF2UNL5THA653GR10GALE, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O a,O V T O i L D 55.0 P S F 407-299-91 EACH FACE Of TRUSS. AND UNLES$S OTHERY ISf LOCATED ON TH15 DESIGN, POSITION CONMEC TORS PER D U R F AC 1.00 FROM PROFESSIONAL ENGINEERINGDkA4[N65 160 A-2. THE SEAL ON THIS OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGAL RESPONSIBILITY SOLELYfORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY ANO USE OF THIS M CERTIFICATE OFAUTHoRRATION# 9218 COMPONENT ANY BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 07 lFOR SECTIOPARTICULARSPACING24.0" JREF 1S2K352 7D2 ASCE 7-98-1 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL STAGING SPECIES GRADEBRACES NO 1) IX4 "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 I 1 #2 3' S" 5' 11" 6' 0" 7' 0" T 2" 8' 4" B' 6" 10' 1l" It' 3" 13' 1" l3' S" IUSPF33' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 6' 4" 10' 0" 10' 0" 13' 1" 13' 1" TJ F STUD 3' 4" 4' LO" 4' 10" 6' 5" 6' 5" 8' 4" B' 4" 10' 0" 10' 0" 13' 1" 13, 1" C i 1 STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' B" it' 8" 1 3' 9" 5' it" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' it" 11' 10" 13' 1" 14' 0" P 2 3' e" 5' it" 6' 4" 7' 0" 7' 6" 8' 4" 8' it" 10' it" 11' 10" 13, 1" 14' 0" I 3 3' 6" 5' 0.. 5' 0" 6' 7" 6' 7" a. 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" C\-) D FL STUD 3' 6" 4' 11" 1 4' 11" 6' 6" 6' 6" 8' 4" 6' 9" 10' 2" 10' 2" 13' 1" 13' 9" J STANDARD 3' 4" 4' 3" 1 4' 3" 5' 6" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' it" 11' 11" 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" S P F 3 310" 6' 0" 6' d" 7' 11" 7' 11" 9' 6" 9' 6 12' 3" 12' 3" 14' 0" 14' 0" z H F STUD 3' 10" 5' 11" 5' It" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" STANDARD 3' 10" 5` 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" SP24' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 1 r I D FL STUD 4' 0" 6' 1" 6' 1" 8' 0" 6' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" q STANDARD 3' it" 5' 3" 5' 3" 6' 11" 6' 11" 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" IT 10" 14' 0" 14' 0" 14' 0" dSPF34' 2" 6' 11" 6' 11" 8' 9" 6' 9" 10' 6" to' 6" 13 l0" 13 10 14' 0" 14' 0' u F STUD 4' 2" 6' 11" 6' 11` 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 0 1 1 STANDARD 4' 2" 5' it" 5' it" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 14' B" 7' 5" 6' 0"6' 9" 9' 6" 10' 6" 11' 4" 13' lo- 14' 0" 14' 0" 14' 0" POSTSATN 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" I1' 4" 13' 10" 140" 14' 0"3 4' S 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" I1' 0" 13' 10 14' 0DFLUD 4' 5" 7' 0" 7' 0" 8' 9" 9- 3" 10' 6" 11' 0" 13' 10` 14'0" 14' 0" DARD 4' 4" 1 6' 1" 6' 1` 1 8' 0" 1 8- 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" SYMkI( ABOUT, G2X4 Y2N OR BETTER DIAGONAL BRACE OPTIONS T VERTICAL LENGTHMAYBEIBDOUBLEDWHENDIAGONALBRACEIS USED. CONNECT DIAGONAL BRACE FOR a70# BRACE AT EACHEND. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L 02, OR BETTER DIAGONAL r VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" IN TABLE ABOVE. DOUBLE CUT L 7 AS SHOWN) AT L UPPER END. ONTINUOUS E CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MIDPOINT OFVERTICALWEB. 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'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANTar FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRU55DIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITH TPI; OR FABRICATING, APOPKA. FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-294t522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407- 299-9t53 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 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CERTIFICATE OF AUTHORIUTION M921 SUITABILITY AND USE OFTHIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. No.42704 a% STATE OF OR4.VIVA L P` BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE-PINE- FtR HEM -FIR i 2 STANDARD 2 STUD 3 1 STE 1 93 ISTANDARD1 DOUGLAS FIR - LARCH SOUTHERN PINE 3 a sru0 STUD STANDARD STANDARD GROUP B: HEM -FIR t k BTR 1 SOUTHERN PINE DOUCL4S FIR -LARCH 2 2 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 IOd NAILS. FOR (1) " L" BRACE: SPACE NAILS AT 2" O.C. IN IS' END ZONES AND 4` O.C. BETWEEN ZONES. FOR (2) " L" BRACES: SPACE NAILS AT 3" O.C. IN IB" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF BOX OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0', BUT LESS THAN II' 6" 2X4 GREATER THAN II' 6" 2.5X4 I1 + REFER TO COMMON TRUSS DESIGN FOR II L PEAK, SPLICE, AND REEL PLATES. Ifll THIS DRAWING REPLACES DRAWING A10030E REF ASCE7- 98—CAB12030 DATE 09/ 10/01 DRWG A12030ECO901 5- f — ENG TOT. LD. 60 PSF MAX. SPACING 24.0" GABLE DETAIL srM. ABOUT' ze FOR LET -IN VERTICALS VERTICAL LENGTH TYP. REINI'll GABLE VERTICAL PLATE SIZES Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP-_ LESS THAN 4' 0" lX4 OR 2%3 2X6 GREATER THAN 4' 0', BUT LESS THAN It' 6" 2%4 2X8 GREATER THAN 11' 8" 2.5Xa 25XB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: IUd COMMON TOENAILS AT 4" O.C. PLUS (4) i8d 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 CABLE DETAIL DRAWINGS A11015EN0699, A10015EN0899, A09015EN0699, A08015EN6699. A07015EN0699 A11030EN0899, A10030EN0899, A09030EN0699, A08030EN0699, A07030EN0899 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0801. A10015EC0901. A08515EC0901 A13030EC0901. A12030EC0901, A11030EC0901, A10030EC0901. A013530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699. S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699 S11030EN0899. S10030EN0699, S09030EN0699, 508030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2x8 TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS. MULTIPLY '"P" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (i) 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 lti'/ "T" BRACE; WIND SPEED AND MRH f" RE[NF MBR. SIZE SBCCI ASCE Ito MPH 15 FT 2x4 10 9. 10 7 2x6 40 7. 50 Z 110 S(PH 30 FT 2x4 10 7, l0 7. 2x6 50 7. 50 7. 100 ldPH IS FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7, t0 7. 2x6 40 9. 40 9. 90 MPH 15 FT 2x4 20 Z LO Z 2x6 20 9. 40 7. 90 MPH 30 FT 2x4 10 9. IO 7. 2x6 30 R 50 R 80 MPH 15 FT 2x4 10 7. 20 R 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 9. LO 9. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 9. 20 7. 2x6 0 9. 20 7. TO MPH 30 FT 2x4 10 7. 20 9. 2x6 10 7. 30 9. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP /3 T" REINFORCING MEMBER SIZE = 2X4 f` BRACE INCREASE (FROM ABOVE) 10% = 1.30 1) 2X4 `L" BRACE LENGTH = 6' ?" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x fi' 7" = 7' 3" DRAWINGS GAB98117 876,719 & HC26294035 VARN1N15r• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIH-91 (HANDLING INSTALLING AND BRACING), PUBLISHED f REF LET -IN VERTBY7P1 (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, V[. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHARD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS r •' IFICq;•.y GV " 1 ••, DATE 10/24/O1 S MYTH LUMBER CO. AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C DRWG GBLLETIN1001 ROOFTRUSSDIVISIONY-IMPQRTANTar FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS J. NO. 42704 7 2722SOUTH APOPrcABLVD. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIj OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS c ;• ENG DLJ/ KAR APOPru. FL 32703 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC[FICATIQN PUBLISHED BY THE lc 407-2991522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE wapE OF 20GA ASTM A653 GRaO GAIv. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE 0 F a lTOT. LD. 60 PSF FAx: 407-2939153 TRUSS AND. UNLESS QTHERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PACANY 4AX RAVINGS16DA.-Z THE SEAL QN THIS DRAVING INDICATE$ ACCEPTANCE QF PROfESSIONAIR. CEHTIFIOCATE OFOAUTMON1ZATONt> r9210RESPOrlSRIBiLlTYpOaTHEFBUfL iai°DESIGNER,QFERNANSfkT CULt995USEDTa IS THETHE-R SPACING 24. 0" VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(•) 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 120 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 1 4-0-0 MAX 12 12 MAX. W2X4 Y2X4 1V2X4 I- 8-0-0 MAX -I W2X4 16-0-0 MAX 12 12 AIAX.(— Y4X4 W1X3 W1X3 6-0-0 W1X3 (MAX SPACING) W2X4WlX3W5X4/SPL _IVIX3 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% 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 BY VALLEY TRUSSES 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. W2X4 W4X4 NAILED OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL COMMON TRUSSES PARTIAL FRAMING 20-0-0 MAX (++) ti T1;111111h1111 AT 2 " OC PLAN SUP130RTING TRUSSES AT 24" OC MAXIMUM SPACING. V1'\aQ 4 THIS DRAWING REPLACES DRAWING A105 a.VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, ! GINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 4. V•• ,,•,e UTC LL 30 30 40PSF REF VALLEY DETAILBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, C DL 20 7TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALE15 PSF DATE 06/25/99 S MYTH LUMBER CO. HAVE a PROPERLY ATTACHED RIGID CEILING. N0.42704IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIIEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS * 11C DL 10 10 10 PSF DRWG VALTIZUSS0699 ENG MLH/KAR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI# OR FABRICATING, = HANDLING, IC LL 0 0 0 PSFSHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = •o : STATE O F 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. IN CONNECTORS ARE MADE OF 20GA 1 OT. LD. 60 57 PSF55Q' ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TO • F tV, FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w / O Q`,•• . DUR.FAC.1.25/1.33 I.IS LISDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i / ` O R ' PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE I``n- / (- N` Cv1 \\ CEnnFtCAYE OS AUTHORTLATion N921B SUITABILITY ANDTYOOFS THE THISBUILDINGOMPONENT FORDEIGNER. PERNANSII/TPI 11AR -199511SECTIONILDING I 2.T ''"////.. S/[/'l %iI• C`-..`\\\\\\\ SPACING 24 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 VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". 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. PARTIAL FRAMING PLAN L,UMMUIN 1PIUJ3L3 Al L4 Ul, 3) 16d BOX NAILS, 3) 16d BOX 2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED 2) 16d BOX NAILS, NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD TOE -NAILED 3) 16d BOX NAILS D) (A) 7(3) 16d BOX NAILS D) ( A) B) RATED C) SHEATHING C) 4'0" TYP. B) 3) 16d BOX GIRDER I 9 NAILS, TOE -NAILED ZI2) 16d BOX NAILS, TOE -NAILED (TYPICAL) K/ SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS43) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV WARNINGS TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED N N/ C LL 30 30 40 PSF REF CONV. VALLEY BY TPI (TRUSS PLATE INSTITUTE, 563 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 AND BOTTOM CHORD SHALL Ja` FN`w,(•.IFIC^'•, 11 `• VA y DL 20 15 7 PSF DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING FURNISH THE V BCTL 10 10 IO PSF DRWG VALCONVF0699ROOFTRUSSDIVISION IMPORTANT.. A COPY OF THIS DESIGN TO 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; FABRICATING, 2722SOUTHAPOPKABLVD. OR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. CONFORMS N0, 42704 B b. 0 0 0 PSF ENO MLH/KAR APOPKA, FL 32703 DESIGN WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST PAPER ASSOCIATION) TPI. TOT 6O 57 PSF55407-299-1522 FAx 407.299-9I53 AMERICAN AND AND ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV STEEL EXCEPT A$ NOTED. APPLY CONNECTORS TO EACH FACE OF OF LD. t TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 16G A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL C '. STATE C.1.25/1.33 1.15 I.ISPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONEN7 FOR ANY PARTICULAR BUILDING IS THE i •, AA CING SEE ABOVECERTIFICATEOFAUTHORIZATIONM921. RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i O ••/ OL.'' C rl TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 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, EXP. 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. A MAX SIZE OF 2XI2 2 OR BETTER A El E - / E— vim? 20' FLAT TOP CHORD MAX SPAN it ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. y WARNINGwr 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 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRU55 DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNj AY FAILURTO BUILDOR 2722SOUTHAPOPKABLVD. HANDLING, SHIPPING E INSSTALLINGTHE ANDTBRACINGRUSSESIOFCONFORMATRUSSSESt10E DESIGNWITHTCONFORMS BWITHTING, APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299- 1522 AMER!CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF Fix: 407-29" 153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENG( NEER(NG ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ERTIFICATE OFAUTHORIUTION 921 RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1. 5X3 I.5X4 I.5X4 1.5X4 D 5X4 5X5 5X5 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 80% 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 l6d 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. O O o a o 0 0 0 0 0 0 0 O O O O O O O 2" o a o o a 8 1/ 4" AWING REPLACES DRAWINGS 634,016 834,017 & 847,045 SIFIC' F y. MAX LOADING REF PIGGYBACK 55 PSF AT DATE 06/25/99 s. 1. 33 DUR. FAC. DRWG PIGBACKBO699 N0.42704 t 50 PSF AT ENO DLJ/KAR 1.25DUR. FAC. STATE OF 47 PSF AT a 1. 15 DUR. FAC. Q Vd ACING 24.0" F!YONA1. BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE Ij SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. 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. 3X4 WAVE OR 4X8 TRULOX 2X4 WAVE OR 3X6 TRULOX 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 h4AXIMUM 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# 1 1791 1.5" X 3.5" 12 11 10 9 1 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 ++ 4 ++ 9.5 MAX 3X8 TRULOX ** I j 4 3X12 TRULOX MAX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR AVEDGE 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, V1, 53719) FOR SaFETr PRACTICES PRIOR TO PERFOkntNG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ROOF TRU55 DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPrcA. 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 OF 20GA FAx: 407-2S39I 53 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 DRAWINGS I6G A—Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CER71FICATE OF AUTHORIZATION M921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 a Q .QNW°y TC LL — PSF REF BC FILLER IFIC,q••,. DL — PSF DATE 06/25/99 G' Tom••. Bls DL 10.0 PSF DRWG BCFILLER0699 NO.42704 CsLL — PSF -ENG DU/KAR it TOI LD. — PSF o STATE OF FAC. 1.0/ 1.15 / 1.25/ 1.3 3 p0•••'%c< aP:•' ACING 24.0„ STEPDOWN CORNER SETI OP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 30T CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 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 1 2 2 DENSE OR #1 N 2-00-00 1 2-09-15 1 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# 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 JR COMMON TRUSSmr- 1 HIP TRUSS J5 vl_ J3 J1 I J J1 J3 J5 J7 J7 J7 J 1 J 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 TO 12 2.12 12 W2X4 i 6.00 4.24 j ALTERNATE LOADING W2X4 W2X5 i W3X4 OR A26N TCLL 20 PSF MAX PSF 3i4• TH BCDL 10 PSF 1 9-10-13 OVER 2 SUPPORTS TOT. LD. 50 MAX PSF DUR,FAC. 1.25 1 3' S' 7' 1 R=463#, W=3.50` R=652#, W=3.50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING ANBRACING. REFER TO HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BYTPIRRUDSSPLATEINSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, V1. 53719, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL e p . N/ sC LL 1 ZIFICq-•• DL 30 MAX PSF 15 MAX PSF REF 7' STBK CS DATE 06/ 25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.•, DRWG CS7SBK3A0699 IMPORTANTr. FURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTORALPINEBC%-PL 10 PSF ROOF TRUSSDIVISION2722SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANYFAILURETOBUILDTHETRUSSESINCONFORMANCEWITHTPI; OR FABRICATING. HANDLING, N, 42704.L 0 PSF ENG SJP/KAR SHIPPING, INSTALLINGANDBRACINGOFTRUSSESDESIGNCONFORMSWITHAPOPKA, 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 20GA OT= LD. 55 MAX PSF FAx: 407. 29"153 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 a STATE O F Z PROFESSIONALENGINEERING DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHEFAC. b' 1.33 RTIFICATE OF AUTHORIZATION 9921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O •.^/ RESPONSIBILITY OFTHEBUILDINGDESIGNER, PER ANSI/7PI 1-1995 SECTION 2. i S '••• QP ACING SEE ABOVE S.0NAL 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 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X.6 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB APPLY (1) SCAB TO EACH FACE OF WEB 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 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIP-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200. MADISON, VI. 55719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. 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 DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, 27 22 SOUTH APOPw).BLvo. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.29E)-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM FAX: 407-299-9153 A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO 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 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THECFRnFICATEoFAuTHORrLATiONS921RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. IF/ F, No. 42704 STATE OF T-BRACE OR L-BRACE T-BRACE L-BRACE SCAB THIS DRAWING REPLACES DRAWING 579.640 LL PSF DL PSF DL PSF yLL PSF LD. PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 ENG MLH/KAR P. FAC ACING I FLOOR GABLE) i TOP CHORD 4x2 SP #3 BOI CHORD 4x2 SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). QUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4' DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,MIN. JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS MAY BE INSTALLED UPSIDE DOWN. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-100 GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' NO DIAGONALS 12' < TRUSS SPAN < or = TO 20': ONE DIAGONAL 20' < TRUSS SPAN < or = TO 30': TWO DIAGONALS 30' < TRUSS SPAN THREE DIAGONALS ONE EACH END AND CENTER) 4: 16' OC VERTICALS, TYPICAL. 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4' FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 = VAR I S W=W2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. E Continuous Support `, gyp` lb1 PI TTYPWavPTP4r,iR o_All IT5Are 412X4 Except As Shown. acinn fritariA• TOT(CT1)1 .`` tt `'.EI''•'L//i_ cf 7 7i7 , in7 r__,_ WAR WING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND u 1 I —. I J I 1 L. BRACING. REFER TO H19-91 ( HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE f NST ITU TE, 583 D'ONOFRIO DR., SUITE 200, MAD,NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED G •• L L 4 0. 10.0 0 PS F P S F R E F R 3 5 2-- 1 5 3 7 2 DATE 07115102 S MYTH LUMBER CO. STRUCTURALPANELS. BOTTOM CHDRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.k N o. 4 2 7 0 4 ROOFTRUSSOIVISION IMPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = PRODUCTS. INC. SHALL NOT BERESPON518LEFORANYOEI'llI ON FROM THIS DESIGN; ANY FAILURE TO BG DL 5.0 PSF ORW SLTUSR352 02196003 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 BU ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABP.ICATING. NAND L. ING, SHIPPING, INSTALLING AND BR AtItlG Of TRVSSES. THIS DESIGN CONfOP.HS NITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ; STATE O F B L L 0 0 P S F S L T - E N G / WM R 407 2_99•i 522 SPECIFICATION PUBLISHEDBY THE AM ER ICA: FOREST Apo PAPfR ASSOC IAT ION AND TPI. AL PItlf S E O N 11184 FAx: 407-299-9153 CONNECTORSAREMADEOF20GAASTMA653GRsOGALY. STEEL. EXCEPT ASNOTED. APPLY CONNECTORS TO Q '•• T . L D 55 0 P S F EACH FACE Of TRUSS, ANDUNLESSOTHERWISELOCATEDONTHISDESIGN, POSITION CONNECTOR$ PER ORAYINGS l60 F Z. THE SEAL ON T„IS ORANING INDICATES 1 p•,: O R N UUR. FAC. 1 .00 FROM PROFESSIONAL ENGINEERING ACCEPTANCE OF PROFESSIONALENGINEERINGRfSPNSIBILITYSOLELY FOR THE TRUSS COMPONENT DESIGN WN. THE SUITABILITY ASO USE OF THIS G /N 1 t LIERTT- ICATE OF AUTHORTZATON# 9218INCOMPONENTFORANYPARTICULAR BUILDING THE JREF 1RU8352_Z17 15 RESPONSIBILITY OF THE BUILDING Of SIGNER, PERANSI/TPI 1 1995 SECTION 2. a%{"`'` 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 1— — AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO f BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400p 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. FIGURE 2: 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.0 OR LESS. 2' 6" MAX -- TYPICAL SPACING 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. SMYTH LUMBER CO. ROOF TRU55 DIVISION 2722 SOUTH APOPKA BLVD. APOPKA.FL 32703 407-299-1522 FAx: 407-299Q t 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHOR(ZAT(ON 0921 a r. CROSS• 11.5 1 SYSTEM 42 CONNECTION NOTES: N" & "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. 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. FIGURE 5- SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) IOd COMMON 0.146" x 3") NAILS. 6 FIGURE 3: STACKED CHORD OPTIONAL TIE PLATE ON TRULOX PLATE CONNECTION NARROW FACE OR lCOMMON IN 0.148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL 4 CROSS SECTION DETAIL 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000(I 2) 2x6 3000p 2) 2x8 3500,# MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"XI.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION AT TO3.5" 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 AT CONCENTRATED LOAD LOCATION 9. 0" CONCENTRATED LOAD FOR DOUBLE STACKED CHORDS MUST BE APPLIED TO THIS FACE. USE ( 2) 3X10 TRULOX PLATES. WARNING" TRUSSES REQUIRE EXTR INSTALLING AND BRACING REFER TO BY TPI (TRUSS PLATE INSTITUTE, 58: SAFETY PRACTICES PRIOR TO PERFOR. TOP CHORD SHALL HAVE PROPERLY A HAVE A PROPERLY ATTACHED RIGID C IMPORTANT-- FURNISH A COPY OF ENGINEERED PRODUCTS. INC. SHALL NI DESIGN; ANY FAILURE. TO BUILD THE HANDLING, SHIPPING. INSTALLING AND APPLICABLE PROVISIONS OF NDS (NAl AMERICAN FOREST AND PAPER ASSOCI ASTM A653 CR40 GALV. STEEL EXCEP TRUSS AND, UNLESS OTHERWISE LOCA DRAWINGS 160 A-Z. THE SEAL ON THI ENGINEERING RESPONSIBILITY SOLELY SUITABILITY AND USE OF THIS COMPC RESPONSIBILITY OF THE BUILDING Df ME CARE IN FABRICATING, HANDLING, SHIPPING, HiB- 91 (HANDLING INSTALLING AND BRACING). PUBLISHED D' ONOFRI DR., SUITE 200, MADISON, Wl. 53719) FOR WG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ILING HISDESIGNTO THE INSTALLATION CONTRACTOR. ALPINE I BE RESPONSIBLE FOR ANY DEVIATION FROM THIS RUSSES IN CONFORMANCE WITH TPl) OR FABRICATING, BRACING OF TRUSSES. DESIGN CONFORMS WITH ONAL DESIGN SPECIFICATION PUBLISHED BY THE TION) AND TPI- ALPINE CONNECTORS ARE MADE OF 20GA AS NOTED. APPLY CONNECTORS TO EACH FACE OF ED ON THIS DESIGN, POSITION CONNECTORS PER DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FOR THE TRUSS COMPONENT DESIGN SHOWN THE ENT FOR ANY PARTICULAR BUILDING IS THE 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 SPECIFIE 6X18 TRULOX PLATE BENT AS SHOWN. No. 42704 o'•• STATE OF 2X6 OR 2X8 q3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) IOd COMMON (0.I48" x 3") NAILS ES DRAWINGS 1,070.978 798517 T620,124 & T615.489 LL PSF REF SY42 CONNECTION DL PSF DATE 06/25/99 L PSF DRWG CNSY42PLO699 RL PSF ENG MLH/KAR LD. PSF IR. FAC. 1.00 ACING a REVISIONS PERMIT # ©3_ Zd 50 DATE ADDRESS CONTRACTOR PH # FAX # 1-f0-7- 3o Z- ce coZ DESCPRITION OF REVISION: 5 LA C-CvAl C Gk nm,4 ed -Ano of 3 UTILITIES FIRE j Herx & Associates Inc. 1 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 LINE BEARING DISTANCE L I N 89°40'49-W 55.00' L 2 S 89°52'41'E 55.00' NOT PLATTED L2 LOT 13( B- GRADING 7.047 S0, FT O Q tp— ro ' s w 00 WZ 7.5 LANA! 0 7.5 W 40.0' LOT 14 yW : ,' y LOT 12 wW MODEL FP-63 _ V)LU W ELEV. 'A.0 d D' o TWO STORY RESIDENCE W 2 O FIN. FL. ELEV.:60.5 0 O~ Z CQ0Qc O0 Oro O 4o w O in nN z 7.5 20.0' o^ 0 20.0' 17.5 v N tipM V1 ul HYDRANT L 1 Q . O0 CIL EL:59.3 N o _ _ 155_32' _ _ _ N _ 799. 14_' _ v.c.- f N 89°40'49'W Y 954.46' CIL CALABRIA SPRINGS COVE REFERENCED BEARING AREAS: 5 0 ' R / W) TRACT F DRIVEWAY.- 409 S0. FT. PRIVATE ROAD & UTILITY EASEMENT LEAD WALK: 39 S( FT. CITY OF SANFORD ADDRESS: 130 CALABRIA SPRINGS COVE LEGAL DESCRPTION.' Lot 13. ' CALABRIA COVE - accordng to the plat thereof as recorded in Pbt Book 60. of pages 8 - 10 of the Pubk Records of Selrlinole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Fbod Zone )(' according to the Flood hstronce Rote Map Community Panel Ntxrlber 120289 004OE. Doled 04117195. General Notes: 1. This is a BOUNDARY Survey performed in the field on / Proriose 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, if 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 noton 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 iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument SETBACKS: SITE DATA Front 25' Rear 20' _f_ RVIO_US 50. FT. - 3 1 Side 7.5 ' Corner 25' LOT SO. FT. IMPERVIOUS AREA-2.191 SO. FT. Note: Beam shown hereon are referenced to the CIL of CALABR SPRNVGS COVE as being N 89°40'49"W. Vertical dottln is based on NGVD per Engineering construction plans by Burkett Engineering, Inc. No. 9709-3 1 Legend a, Temporary Benchmark O/S Offset assumed datum) O.R.B. Official RecordsBook BOW Back of sidewalk PB Plat Book CIL Centerline PC Point of Curvature A Central or (Dena) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P Permanent Control Point CB Chord BearingPG' Page CO Chord P.R.M. Permanent Reference Monument C. M Concrete Monument Pk Property Line EL. orELEV Elevation P.0.a. Point of BeginningFINAL EL. Elevation (Measured) P. O. C. Pant of Commencement FU Found P.l. Pant of IntersectionFin. Fl. Elev. Finished Floor Elevation PRC. Pant of Reverse Curvature I P Iron Pipe PT Point of Tangency I. R. Iron Rod R Radius L Arc Length RAD Radial LineLB Licensed Business RES. Residence LS. Land Surveyor RAN Tempo MeeMeasuredTBMTemporaryTemporaryBenchmark BWD( N&D) Nail and Disk TYP. Typical N R. Not Radial 4/-11 Fence symbol (see drawing) X— X- Fence symbol (see drawing) Cer1l11cat104• Not valid Without the signature and the original raised seal Of a Florida //eenaed Surveyor and Mapper Drawn by: CM This survey Teets the requirements of theFloritle M' um Technical Checked b y : DP StandardcoairtedInChaprer61G17-6Flond 2mstrstiveCode. Prepared For: BEAZER Sketch of Lego/ Description Job Number: 01-005-02 This is not o Survey Seats : •- 30' OkI4tiv , Plotplan performed: OS 15 03 iamA.He,P.L.S.FlondaRn+lsferedLandSurveyorNo.3iB? Foundolion Survey: Darse L. Prremienleckl, P. S. M. Registered Surveyor and Mapper No. 6030 Final Survey: William R. Herx, P. S.M. Registered Surveyor and Mapper No. 6092 Revisions Herx 6AssociatesInc., State of Florida LB4937 H0MES • EAZER W w W. }l e 1 Z e 1` . c) rn July 11, 2003 City of Sanford Building Dept. Plans Examiner Sanford, Florida To: Building Official, HUSiES • EAZER Beazer Homes Orlando 215 N. Westmonte Drive Altamonte Springs, Florida 32714 cpratt@beazer.com This letter has been attached to confirm that Beazer Homes Corp. is submitting a plan revision for permit #03-2050, lot #13 of Calabria Cove subdivision for a St. Johns FP-63 model. See attached plans: sheets — S-1.0, CD1, and CD3. The revision is noted as follows: 1) Mono slab foundation changed to a stem -wall foundation. If there are any questions concerning the plan revision, please contact me as soon as possible. Thank you, Charles Pratt Senior CAD Associate Beazer Homes Corp. 407) 339-4114 ext. 257 407) 339-4166 Beazer Homes Corp. Charles E. Pratt Senior CAD Associate Corporate Office Bus: 407-339-4114 x257 Fax:407-339-4166 215 N. Westmonte Drive / Altamonte Springs, Florida 32714 Phone 407-339-4114 • Fax 407-339-4166