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Home My WebLink About214 Venetian Bay Cir 04-19321 New SFH1 PERMIT ADDR-ESSf V P400"ok CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR wv json K all s # 2cjo 151 So"tFL 32151Maitlalla, VL 051-694 CRC041929 MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION dq, 94f PERMIT # DATE /- -- jv C/ PERMIT DESCRIPTION %Lem -,S: F PERMIT VALUATION _` r Q 6 SQUARE FOOTAGE y v UMM R rouOAT to a++ 4 City of Sanford Certificate of Occupancy This is to certify that the building located at 214 Venetian Bay Circle for which permit number 04-1932 was issued and has been completed according to the plans and specifications filed in the permit, to wit a New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Building: F. Ortiz 12/ 08/04 Engineering: L. Roberts 12/ 10/04 Public Works: J. Crumpton 12/ 09/04 Utilities: R. Blake 12/ 10/04 Fire Department: Zoning: Morrison Homes Property Owner Conditions ( if blank, no conditions apply) Y-4-- 12/ 13/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE:* 12/07/04 74 PERMIT #: 04-1932 ADDRESS: 214 Venetian Bay Circle CONTRACTOR: Morrison PHONE #: Alex M. 321-228-8353 1 . . The building division has prepared a Certificate of Occupancy for the above location and is requesting final ins_, ^cticn by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering /L /o oSf OFire Public Works Utilities OZoning O',icensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 12ro7iO4 t 04-1932 214 Venetian Bay Circle Morrison Alex M. 321-228-8353 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering OFire ublic Works Zoning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IFAPIROVAL1IS CONDITI9NAL) VA M Ewawo "Mol CERTIFCAT7 C"' OCCUPANCY REQUEST FOR INSPECTION NEW SINGLE, FAA"LY RESIDENCE DATE: PERMIT #: \ ADDRESS: CONTRACTOR: PHONE #: 12/07/04 04-1932 214 Venetian Bad/de iorrisor lex "-%?8-8353 The building division has preps rcc: - ::icate of Occupancy for the above location and is requesting fi 6] ilia _::..::y your department. After your inspection, please sign off d datc .:.c . or, submit addendum if it has been denied or approve - with cor. " ur prompt attention will be appreciated. Engineering / Public Wo •ks ::ling _ Utilities ensing CONDITIONS: (TO BE COMPLETED (' " OVAL IS CONDITIONAL) CERTIFCAr ' CUPANCY REQUEST FO.. INSPECTION NEW SINGL' " RESIDENCE **** DATE: ADDRESS: \ CONTRACTOR: PHONE #: 12/07/04 04-1932 214 Ve:_ orris - Alex ,". The building division has prepare location and is requesting final ._ inspection, please sign off and d... been denied or approved with c0; appreciated. Engineering Public Works i outilit s CONDITIONS: (TO BE COMPLETE., ate of Occupancy for the above nur department. After your submit addendum if it has r prompt attention will be L IS CONDITIONAL) DATE: PERMIT #: ADDRESS: ERTIFCATE OF OCCUPANCY QUEST FOR FINAL INSPECTION 0 Ar! It ig NEW SINGLE FAMILY RESIDENCE ** ; V1 W_ P 12/07/04. Z CONTRACTOR: PHONE #: 0404_ 214 Venetian Bay Circle i. Morrison Alex M. 321-228-8353 oe I I I I 1 I 1 I I I I I I 1 11 1 I I I I I t C o I 5 W V C N co V V r' d i^ 0. a v' W LZ u k O The building 11104 016 red a Certificate of Occupancy for the above location AEI a3 inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works 9ufifi ties Fire Zoning oLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC10Q1 CITY OF SANFORD Address Misc. Information Inquiry 12/10/04 08:34:06 Location ID . . . . . . Parcel Number . . . . . . Alternate location ID . Location address . . . . . Primary related party : . Type options, press Enter. S=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 241005 23.19.30.502-0000-0320 214 VENETIAN BAY CIR Free -form information SW DEV FEE $1700.00, WA DEV PD 5/17/04 BP #04-1932 SEE 3/4" WA METER SET FEE $190. REC # 6775 LOT #32***** F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel FEE $650.00 REC #6775 00 5/17/04 Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) December 8, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 32 Venetian Bay, 214 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 214 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 32, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, 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. m2 Darae L. Przemieniecki , P.S.M Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on pages 1 -7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 214 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 32 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY 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):,., W' or ##. ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat —••• SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B3. STATE61. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME CITY OF SANFORD 1120294 SEMINOLE FLORIDA B4. MAP AND PANEL 57. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO• use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): B12. 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, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 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) 16. 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) 00 o d) Attached garage (top of slab) 16. 2 ft.(m) E o e) Lowest elevation of machinery and/or equipment u, v V servicing the building (Describe in a Comments area) 15. 7 fL(m) AC Service E o f) Lowest adjacent (finished) grade (LAG) 15. 6 ft.(m) Z in \/V o g) Highest adjacent (finished) grade (HAG) 15. 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) Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION — This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030 .._. TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. _.. . ADDRESS 769 Douglas Avenue CITY Altamonte Springs DATE 12-08-04 STATE ZIP CODE -----••• FL 32714 TELEPHONE -- 407-788-8808 --' 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. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 214 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) oommunity official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 a on page 1, refers to Air conditioner Service slab. 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. Ell. 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 (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ fl.(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 communitys 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 Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowfedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS - Check here if attachments SECTION G • COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 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 FEMA-issued or oommunity issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: _ -- LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE: COMMENTS - Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx * alssociateB Inc., Land Surveyors 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 CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C I 09°48'53- 75.00' 12.85' 6.44' 12.83' S 85°05'50'E LINE BEARING DISTANCE L 1 S 89°59'43'W 50.00' L 2 N 89°59'43'E 37.22' NARCISSUS AVE TRACT G I 0 ' ADDITIONAL RIGHT OF WAY 2 2 L I 2 2 6' BRICK WALL FD s' O/s LOT 32Ln FD s' cis A' GRADING N 5.504 SO. FT. S. z O ^ COv. a PA r10 n OnC O Ors O 24. 7 r O NASSAU 11 - 1561 A.B.0 pQ O ELEV. 6 D' pASINGLEFAurLYnm RESIDENCE FIN. FL. ELEV:16. 5 2vt LOT 31 v v1.i LOT 33o rm rm TTl ° m 6.3. Zn n r t.t M O 14.3' - 00 Flood Zone determnolion was performed by graphic plotriiq from Flood hstrance Rate MGps by FEMA. No field by F-mprovidedsurveyngwasper!-ormed this to determine Zone. The location be determned by o u 10 rhS exact zone con onJ; on elevation study. We assure no responslbity for actual floodny condtions concerning this panel E T I.0' N NAD 0. 2' O 0.6' O SET N60 C.P.- - N 89°59'43"E T 574.00' P.C.P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F ' PRIVATE ROADWAY CITY OF SANFORD ADDRESS: 214 VENETIAN BAY CIRCLE SETBACKS: LEGAL, DESCRP'TION: Lot 32. 'VENETIAN BAY Front 25' Rear 20' Side 5 'Corner IS' according to the Plat thereof as recorded in Plot Book 63. at pages 84 - 88 or the Pubic Records of Semnole County. Florida. Minimum Lot Width 50 FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone 'X" Note: Bearings shown hereon ore referenced to the C/L of VENETIAN BAY CRCLE as being S 89°59'43"W. according to the Flood hstronce Rate Mop Community Panel Number 1 2 0 2 8 9 0 0 3 5 E. Doled 0 4/ 1 7/ 9 5. Vertical datum is based on NGVD per Engineering City or Sanford. Community Number 120294) construction plans by Neal H I I I e r Engneering, hc. General Notes: 1. This is a BOUNDARY Survey in the field J U L 2 2 2004 Legend Job Number 2001. performed on 2. No aerial, surface or subsurface utility installations• underground improvements or Temporary Benchmark Onset subsurfacelaerial encroachments, if any, were located. O.R.B. assumed datum) OffiOrSalRecordsBook 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW PB Back of sidewalk PC Plat Plat Book Point o/ Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from ayapproved C/L Centerline PCC Point o/ Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown d CALC Central or (Delta) Angle P.C.P. CalculatedCB Permanent control Point only to depict the proposed or actual difference in elevation relative to the assumed Chord Bearing PG. Pape temporary Benchmark shown hereon. CD Chord P.R.M. Permanent Reference Monument --•• 5. The parcel shown hereon is subject to all easements, reservations• restrictions, and C M. Concrete Monument PA P.O.B. Property Line Point of Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement CommBeginnencement Public Records has been made b this office. Y FINAL EL. Elevation (Measured) P.I. Point of intersection • •- 6. The legal description shown hereon is as furnished by client. FD. Found PRCFinFIElev. Finished Floor Elevation Polnt o/Reverse Curvature .. 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. PT Iron P'pe Point of Tangency 8 Copies of this Survey may be made for flee original transaction only I.R. R Iron Rod Radius Denotes Y.-iron rod with yellow plastic cap marked LB4937 or LS3182, or L RAD Arc Length RES. Radial Line Residence iron rod with red plastic cap marked 'Witness Comer. unless otherwise noted. LB Licensed Business RA,V Right-of-wayODenotesP.C.P. point) Permanent control p LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference lvlonumorlt Mea Measured TYP. Typical 2004 Herx d Associates Inc All fights reserved_ 9 N/D(NdD) N.R Nag and Disk ../.. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without 6;e signature and the original raised seal of a Florida licensed Surveyor and Mapper Dr o . n by: CMThissurveymeetstheiepuireminlboftheFlorldsMinimum1'erhnicai Chocked b y : DP Standards jascontained InChapter 61G17-iFiof1daA6m1nist.afn=Code. CERTIFIED TO: Prepared For: MORRISON i N' PAUL AR SON RSURYFINANCIAL d LSERVICE ASHLEY OLIvER Job Number: 02.017-02 DEC 0 6 2004 AIOOF FLO FINANCIAL SERVICES OF FLORIDA. L.L.C. Scot• 1-• JO' OF LANDTITLE. INC. Plot plan performed: 03-18-04 WdlaamA,Herx. PL.S.Florida egisfeeedLandSurveyorNo.3182 FIRST AUERICAN TITLE INSURANCE CO. Foundation Surrey: 07-22-04 Darae L. Pixernieniecki, P.S M. Registered Surveyor and Mapper No. 6030 Final Survey: 12 - 03 - 04 William R. Herr, P.S.M. Registered Surveyor and Mapper No 6092 Herx d Associates Inc.. State o/ Fbrfda LB 4937 Revisions . Permit #: 09 — 19 ; a Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: Date: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS ) ii Addition/Alteratlon Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Calc. Requited) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: t_ 1 O r'SD %-N Qm eS 15A S }.Yi t'1Q, ( ` an e— n ;i ^5 1 Phone: t cContractorName & Address: S L} State License Number: Phone &Fax: 3 IQ-i1"0j WontactPerson:TCI T sr-n; Phone:6"fitiS—i' Bonding Company. Address: Mortgage Lender: Address: Architect/Engineer: Address: 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. 1 understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, 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 regulatingconstructionandzoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the mquircm to f Florida Lien Law, FS 713. Signature of Owner/Agent Date gignature of Contra /A t Date Print Owner/Agent's Name Pnnt n dAgent's Name Signature of No Jennifer AhnodovargtarytateofFloridaDateSiofNotary -State of Florida a d MY COMMI33ion 00272iloi EXPIM December 07 2007 Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Special Conditions: 1 • Contractor/Agent is ZPersonally Known to Me or Produced ID Initial & Date) Utilities: Initial & Date) FD: Initial & Date) t J Q:!<!•'Y• SiF SA1+i/OJ 11 t:3iixJTf' 1s'I'Yi.Cls'7'a11i JAI- J1013 Address: I)efssriipfion of d7+ork IIbtorss rJirtrica: 2tining _ v{m sS Permit Type: Building Electrical itsh=i6al plun*ttg Fire Sprinkler/Alarm lestrical: New Service — # of AMPS Additiort/A3taratio Change of Se;vise Te riry FOIE. s: _ Merhunle2k! Residential Non-Rezidential 31vP ticer=1 N'esr (DUZ, leyout A Energy C ik_ Required) phlmbitig/ Nets Commerdi l: # of Futures #i of W2W A Sewer LWaz R o. Gw Lines Flu mbltig/Ne s'ResidedtIW: # of Wlytt't Closelts plumbing ii sa5r— ltesiderttial or' seal ( __ —_ OFcupancy Type: Residential : Conrnucial Tolul Sgdare Footage: Cotlatructietl Tyt1e: # of Stories: # of Dwelling Units: rho" 7.etre: (FEMA form regvircd fbr arUt:' Fliarr °„ Parcel M: ( Attach Proof of Onnernhip & Legot Ileseription) Owners Name l& Address: Phony: Contractor Name & Address: I)IUATR RRATM111 R. AM Pf%W;tt --- OQICOMMFRr(`F. ST V.PT qT= Phone & Fax. LA RE. cma Bonding Company: Address' 17ort age Lender: Address: - - ArchitecVEngineer: MW G. DMW RUM Phone. Address:' . _ - Fas: - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has eon-Lmertc.ed prim ter, LilaissuanceofapermitandthatallworkwillbeperforatedtoMetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORy, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work dill be done in compliance 'th all applicat:lc Iww. ,cN.daringconstructionandsorting. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMEN tETgT MA RESULT i> i't r1 fl )'r.' Tt 1GTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU iNTEKD TO OBTA.TN FiNANCING, C S T W1TH OUR LENDER CIk Al,) ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / NOTICE: In addition to the requirements of this permit, there may be additional restrictions this county, and there may be additional permits required from other governmental entities s Acceptance of permit is verification that I wall notify the owner of the property of the rege- signature of Owner/Agent ' Date I / S Print Owner/Agent's Name Print Signature of Notary -State of Flonda Date Owner/Agent is _ Per:onall, il nown to Me or Produced ID tt11e to vu s opetly th me be found' a pubiir. records of water agement stricas, state' a te; nt ft dr:t el aLeencies. r'da L• •/ W, FS 7 P 2 2 2004 Cont-2clor/Agent Date ERT G. DELLO RUSSO 721, o; SEP 2 2 2004 ure of R Contractor/Aer-.::i Personal Produce :7) API'LICA1ION APPROVED BY: 131dg:ILf ( CLb 011 Irttual & Date) (Initial & Date) Sxc0 l ondtllons', L;: ..,, Initial & Date) r ROBERT V. NEVILLE r MY COMMISSION 9 DD 212879 V EXPIRES: June 14, 2007 B=W Thru Notary Ptmse Urdennters I'D• Ituual & Dat: 2-03-2011 12:59PM FROM ll CRY OF SANPORD PERMIT APPLICATION II / Y Permit # : dl Q Date: ? u o -/ Job Address: mDeacripgooofWorkV1 11 M h"C\ 0 A 1) L rL: { 11) Historic District: . Toning: Value of Work: S P- mit Type: Building Hlectrical Mocitanical Plumbing --L Fire Spiinkkr/Alann Pool Electrical: New Servioc -# orAMPS Additioo/AltmKon Changc ufSuvice Temporary Polc Mechanical: Residential Non -Residential Rcplaameiu New (Duet Layout'dc L'iterRy CLIa Roquired), PlumbiuC/ New Commercial: # of Fixtures e' p of Water & Sewer Lines 0 of Gas Lines Plumbing/ New Residential: 8 of WatetCioscts-1— Plumbiag Repair - RLsidential or Commercial Occupancy Type: ResidentW ,)<_ Com)ntr W Industrial Total Square Footage: Construction Type: # of Starlets: # *( Dwelling Uniu: Flood Zone: (FRMA farm required for other than X) Parcel N: Owners Name ,& Addreu: V a Coatraclor Name A Addreu: 11 t` Phone & Fsr: Bonding Company; Addreu: Mortgage (, ceder: Address: Attach Proof of Owaer Llp A Legal Deaerlpdoa) G F L C) :_rr(). s b - Phonat 17 ti'k C Q ArchltecVEnglneer: P\ one: Addreu: F. m: Application Is Ittreby made to obtain a permit to do the worts and installatloru as indicated. I certify that no worts or installation has coauncoeod ptlor to the issuanceofapermitandthatallworkwillbeperformodtoMalwodardiorallla,ut rmgtdating construction in this jurisdiction. 1 tatdarstaod that aapacau permitmuttCONDITIONERS. be-Occured for ELECTRICAL WORK PLUMBING, SIGNS. WULLS, POOLS, PURNACES, SOMURS, HEATERS, TANKS, and AIRCONDITIONERS, etc. QwNFsR' S AFFIDA VtT: 1 certify that all of the fbrcaoing InlormLdon is accurate end that all work will be done Jo compliance will, all applicable laws regulating constructionand:onins. WARNING To OWNM YOUR FAIIAIRb TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINrr TWICEFORfMPROVBMENTSTOYOURPROPBRTY. If YOU INTEND TO OBTAIN FINANCING, CONSULT Wlnt YOUR LENDER OR AN ATTORNEYBEFORERUCORDINGYOURNOTICEOFCOMMENCeMENT. NOTICE: In addition to the rcquircmenu of this permit, them may ha additional rc,victioat applicable to tNt properly dust may be found in the public records of thiscounty, and there may be additional pctmitc required from other sovtxmntvusl rntioas Such as water manageroenl distiicu, state agencies, or federal agent>ies. Acceptance of permit Is vc iftution that 1 will notify the *wow of the property of the roqui 3=* FS 713. 7 2G SignatureofOwner/Agcru Due Sisnsturc of ContractodAgent Data Gti( is EvP9 Print Owed/Agent's Name r 'nt ConuacmdARent's Name Signature of Notary -Butt of fbrtda Oak Signature of NourySute of Florida Date DEBBIE BLANTON Owner/ Agent Is _ Pcnontlly Kno ,m to Mr or Contracwr/Agent is a 41AQM&%Wk0N # DO 188491 PaoduccdIDRoddIUAPPLICATION APPROVED BY Spocisl Conditions: ucc _ ruary 25. 2007 1- 800 TARY Fl. Notary Discount Assoc, Co. Bldg: Zoning: Unlitic.: PD-. Initial h Dart) . (Initial & Dare) (Initial h Due) (Inldal Ec !late) First Quality Plumbing & Irrigation Inc. 1429 S Woodland Blvd Deland, FI 32720 Phone (386) 943-9422 Fax (386) 943-6343 July 26, 2004 City of Sanford P.O. Box 1788 Sanford, FL 32772 Re: Plumbing Permit Applications Dear Sir or Madam: This letter will serve as Power of Attorney authorizing the following person to sign for me for plumbing permits for the following lots: Christopher Evers Morrison Homes 214 Venetian Bay Circle Permit Number 04-1932 DR Horton 317 Casa Marina PI Permit Number 04-2494 DR Horton 204 Casa Marina PI Permit Number 04-2498 v N Kann Gilman Should you have any questions please feel free to call me at the number above. My Commission DD315674 Na, 6.Ii Expires May 03. 2008 Sincerely, Gary W Evers ( A LI2 .'d(.,yl rr &-ell President Notary: License # CF-0050566 COUNTY A ' S[MIHUL[ q IMPACT F[]::: SThl1:1,U]117 ISS(1[D DY CITY OF SAqL[/Rl) STATEMENT KUMEER 104-76066 DATE: DUI|]0JNG F'[NM11 WHAT #DCRESS:-----------------.-'.'-'- TRA[TIC ZOULo JURISDICTION: Ply CEC: 7 RKGs PARCEL: S(/DDIVISJOX: T : PLAT E6ON: ------------ : ' -''---------------~~ ONN|'R HAr",!7: ADDRESS: et-v_r^~^ APP('TCANT........................... ADDRESS: ' LAND USE CAJE[ORY: 001 - Single Family Detached Hcuj TY|'[ ONE: {e.ideotial /' WORK DESCRIPTION: Single Family House: Detached - Construction L BENEFIT K TE FEE UNIT KATE PER & TYPE TOTA'- DU TYPE DlST SCHEDULE DESC. UNIT OF UNITS RU 0S CO -WIDE O dwl u//it $ 705.03 1 S 705.00 kOA)% CO|lICTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIDRORY CO -WIDE O dwl unit 0 54.00 1 0 54.0') S(Jlock Ell CO -WIDE O dwl unit $1,384.00 1 $ 1,394.0O AMOUNT DUE 2,20|.i.00 WLC[ IViD BY A SIGNATURE - TV Kn+/ 3- F]lVrKG SIGMAT2- Call FhILURE TO KOTIFY OWNER AN)) NSUK[ TIUEi-Y PAYMLNT MAY RESULT IN YO]R LIABILITY FOR THE FEE. DISTRlFUTION: 1-COUNTY 3-CI7Y 2- APPLICANT 4-COUNTY QTHUT[= c P[ kS8N ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE CUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING P[RMIT. PLRSh> R ARE A/ -SO ADVISED THAT ANY KI8HTS OF THE AnPLICAN7, DR OW]ER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM A== DUChTIOXAL ( SCHOOL) IMPACT FEES -MUST BE EXERCISED BY FILING A WRl7TEN R[CUEST WITHIN 45 CA-EMDAR DAYS OF THE KECEIVIN( SIGXATUN[ DnTE A05VE, BUT NOT LATER THAM CERTIFICATE OF OCCUPANCY U.,z OC[ UPAKCY. 7KE RE([EST FOR REVIEW KUST MEET THE R[AUIREME(|TS OF T|![ Cf/'| NTY Lh!\< DEVELOPMENT CODE. COPIES OF THE RULES GOVERNIN3 h»PEA'-S MAY rE PICXED [P, CR REOUESTFD, FROM THE PLAN IVPLEMENTA7ION OFFlC[: 1101 [ AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-747% PAYMENT SHOULD BE MADE TU: CITY OF SAHFOPD DUIiDIKG D|]'AkTM[NT 3() 0 NORTH PARK AV[NUE SAA[ OKD. [l 3270. PAYM[ NT SE[[LD RE BY CHECK OR MONEY CRDER, AND SHOULD T||[ nThT[MEN7 NUMBER AND CITY BUILDING PERMIT NUMBER AT THE T[' i] AFT OF T|1[ 1: 141THIS CTATEMEN7 IS VALID OXLY IN COMJUMCTlUX WITH ISSUANCE 02 A10: FAMILY BUILDIKG Permit # Job Address: _Q2Z.L Description of Work: ) Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Zo2z I ! % n, Me, Date: ' Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential 1 Commercial Industrial Total Square Footage: Construction Type: GM U, # of Stories: # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel #: 23—/-/ — 30— TO4 — OOOO— O (Attach Proof of Ownership & Legal Description) % , ;L2, Owners Name & Address: 5olttHH 9 G U}NE _M_/TL NA, fL 327S1 Phone: 407 6Zga077 Contractor Name & Address: MeCi'k M40AJ 110= S'1AJ ROW45"S aabl Itri hale / State License Number: ll3Z /OC7 f Phone & Fax: QQ 0-f o S7 & Contact Person: 0 r il C4 1• Phonr o7 o2lZ 40 Bonding Company: /t/^ Address: NA ' Mortgage Lender: a1,4 Address: NA Architect/Engineer:d%u/ Address: 09-9V*VLiM fffw"Vc yr ,i . Application' is hereby made to obtain a permit to do the work and installations -as indicated. I ccWf haVo wdri Vrr installation has corhhlcnced prior to the issuance of a permit and that all work will be performed to meet standards of,i lll•IlVis_•regulating construction in this jurisdiction. 1 uncfer tpnd that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,.PpOLS, FURNACES'SBOLE n TERS, lkllklll and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT; I certify that all of the foregoing information is accur9te and that al o Tw II doc ce with:all cable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RH&ORD A NO } EMENT AY'R LT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND',Tb OBTAIN I CING 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 i riftcation that I will notify the owner of the ropeny of the requirements of Flo Lien Law, FS 713. o j• Signature of Owner/Agent Date Signature of Contractor/Agent ate g N Print Owner/APrint Con s Name G C. Q / Dy. • Q • c¢ Signature - ate of Florida Date Sig ry-State of Florida Date * m UJ i ti rQ Owner/ Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or 9r 0 _ Produced ID AJA _ Produced 1D r ' ,' Sb T' Zoning:Utilities: FD. APTU ATIONAPPROVEDBY: Bldg Initial & Date) ( Initial & Date) (Initial & Date) (Initial fi Date) Special Conditions: c q hh cla k nc C• tr coM Permit Number: V -I - 1 q 3 (- Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 347784283 NOTICE OF COMMENCEMENT. WYMNNE NMI CLERK OF CIRCUIT COAT SEMINOL.E COUNTY BK @5254 IPS 0966 CL E RK 11 S I 2801A ID51500 RECORDED 04/06/Ed04 01%54%39 PIA RECORDING FEES L64 REMPMED 8Y t holden C€RNFIED'COPY MARYANNE MOF!&E CLERK OF CIRCUIT Cf)UBT b't 41 IIlfllE COUNTY FL p1 DEh119'V. Av - State of Florida. County of Seminole. APR 6 2004 The undersigned hereby gives notice that improvements 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. 1. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63,, Pages 84-88, of the public records of Seminole County, Florriida. Street Address /Y/yid 1n U Sanford, FL 2. General description of improvements New single family residence Owner information : Name Morrison Homes L41) Address 151 South Mall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name HPtj-Ej—' FPtKON Address 151 South Hall Lane. Suite200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N. A. 7. Lender: N. A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other.documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13( 1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recor' ' g. Date Signed: l r% Signature of Owner's Agent, MAKeY, MV. ll jJ Sworn to and subXrWd before me this by Maria Lisa Steiner, who is personally known to me. aY "'k. D. A. C1ARK 0 MY COMMISSION t DD 214811 Signature o of Notary Seal: * * EXPIRES: June27,2007 sanded ThNBudpetNaWYSwIM OF ° Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCE... PARCEL DETAIL . -4 < Back (> MT1 I 1 icySemin4alc11imnly oPrrlr rr f nin r D NARCISSUS AVE t7, ri AL 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 23-19-30-502-0000-0320 Tax District: S1-SANFORD Number of Buildings: 0 Owner: MORRISON HOMES INC Exemptions: Depreciated Bldg Value: $0 Address: 151 S HALL LN STE 200 Depreciated EXFT Value: $0 City,State,ZipCode: MAITLAND FL 32751 Land Value (Market): $26,000 Property Address: 214 VENETIAN BAY CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: VENETIAN BAY Just/Market Value: $26,000 Dor: 00-VACANT RESIDENTIAL Assessed Value (SOH): $26,000 Exempt Value: $0 Taxable Value: $26,000 SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 32 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on JustWarket value. I of 1 4/2/2004 815 AM LIMITED POWER OF ATTORNEY DATE: v l} I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES, EACH AN AGENT OF: TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : SUBDMSION: % ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument as acknowledged before me this DATE: e l O BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA FI CHERYL A. LONG MYCOMMISSION# DD005206 COUNTY OF ORANGE. leEXPIRES: Aar I8.2005 r P„ F. SIGNAT OF NOTARY: NOTARY SEAL. HeJ'x * &J-680ciate8Inc. Land Surveyors 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 CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 09*48*53' 75.00' 12.85' 6.44' 12.83' S 85°05'50"E LINE BEARING DISTANCE L I S 89'59'43-W 50.00' L 2 N 89°59'43-E 37.22' NARCISSUS AVE. TRACT G 10 ' ADDITIONAL RIGHT OF WAY LI Lin LOT 32 A' GRADING N 5.504 SO. FT. S. C1zvo O o, PAT10 ^ Onc r-ti 0 24. 7' or- O NASSAU it - 1561 Oo yA.B.0OELEV. 6 D' O oAc SINGLE FAMILY -nnl RESIDENCE _-n LOT 31 v FIN. FL. ELEv:16.3 vb.rr' LOT 33 o rn; mm Rl 'o n rm -- n 6.3' ^ In rn 14.3' - C) O ' n o n 0 F: L2 nGLN Ln o eP.c.P. - -N 89'59'43"E t 574.00' P.C.P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE \ 50 ' R/W) TRACT -F PR I VATE ROADWAY Max Coverage - 54 X SETBACKS: CITY OF SANFORD Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' MDERVUUS SO. FT. . SOy LEGAL DESCRPTION Lot 32. - V E N E T I A N BA Y Minimum Lot Width 50' LOT S0. FT. according to the plot thereof as recorded in Plat Book 63. I M P E R V 10 U S AREA - 2.727 S0. FT. of pages 84 - 88 of the Pubic Records of Seminole County. Florida. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CRCLE as being S 89°59'43-W. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X" according to the Flood hsurance Rote MCommunity Panel Number Vertical doturn is based on NGVD per Engineering 1 2 0 2 8 9 0 03 5 E. Dated 0 47117195. construction plans by Ned H I I I e r Engineering. hc. City of Sanford Community Number 120294) Job umber 2001. General Notes: 1. This Is a BOUNDARY Survey in the field on PR D POS ED. Legend m Temporary Benchmark as Onset performed 2. No aerial, surface or subsurface utility Installations, underground improvements or O. R.B. Olnclal Records Book assumeddatum) P8 Plat Book subsurface/ aerfal encroachments, If any, were located. BOW C/ L Back of sidewalk PC Point of Curvature Centerfine 3. Building ties shown are to the exterior unfinished foundation surface or formboard. A Central or (Delta) Angle PCC. Point of Compound Curvature 4. Elevations shown hereon, If any, are assumed and were obtained from approved CALL Circulated P. C.P. Permanent Control Point plans provided by the Client unless otherwise noted, and are shown CB PG. Pape Chord Bearing P.R.M.Construction RPermanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord P/1 Property Line temporary Benchmark shown hereon. C.M. Concrete Monument P.O.B. Point of Beginning 5. The parcel shown hereon Is subject to all easements, reservations, restrictions. and EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Rights -of - way of record whether depicted or not on this document. No search of the FINAL EL. FD Elevation ( Measured) P.I. Point of Intersection Found Public Records has been made by this office. Elev. PRC. Point of Reverse CurvatureFin.Fl. FinishedFloorElevationPrPointofTangency6. ThelegaldescriptionshownhereonIsasfurnishedbyclient. I.P. Iron Pipe R Radius 7. Plattedandmeasureddistancesanddirectionsarethesameunlessotherwisenoted. I.R. Iron Rod RAO Radial Line Denotes %'Iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence Y,-Iron rod with red plastic cap marked 'Witness Comer". unless otherwise noted. LB Licensed Business RA•V Right-of-Way O Denotes P.C.P. (Permanent control point) LS. Mee Lend Surveyor TBM Temporary Benchmark Measured DenotesPermanent Reference Monument V/D(N6D) TYP. menial Nall and Disk m 2003 Herx 6 Associates Inc. All rights reserved N.R. Fence symbol (see drawling) Not RadialX—X- Fence symbol (see drawing) Cert/ncadon: Not valid withoM furs and original ralsod seal da licensed SurveyDrawn by: CM This sury meets the requireIda M' imum Technical Checked b y : DP Standards contained In Cholo Administrative Cod Prepared For: MORR 1 SON Sketch of Legal Description Job Number: 02.017-02 AM This is not o Survey stele : 1-- 30' William A. Herx, P.L.S. Florida Registered Land eyor No. 3182 plot p 1 o it p e r f o m • d : 03 18 04 arse L. Priemlenleckl, P.S.M. Registered Sun r and Mapper No. 6030 F o u r i o n S u r r ey William R. Herx, P. S.M. RegBtered Surveyor en apper No. 6092 Final Survey: Her. 6 Assoclates Inc., State of Fbrrda LB 4937 Revisions FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs r ' Residential Whole Building Performance Method A Y, Project Name: NASSAU 1560 Builder: MORRISON HMS/ MT. C Address: o21V 4067iQ) hU e- le- Permitting Office: J44Ai2e City, State: / Permit Number: Owner. hl0-4 %d 6,#j NQwis Jurisdiction Number: Climate Zone: Central I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type Single Pane a. Clear glass, default U-factor 252.0 ft' b. Default tint 0.0 ft, c. Labeled U or SHGC 0.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New _ Single family _ I _ 3 _ Yes 1561 ft' Double Pane - 0. 0 ft' - 0. 0 ft' - 0. 0 ft' R= 0.0, 188.0(p) ft _ R= 4.1, 1474.0 ft' _ R= 11.0, 268.2 ft' _ R= 30.0, 1666.0 ft' _ Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR- Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, MZ- C-Multizone cooling, MZ- H-Multizone heating) Glass/ Floor Area: 0.16 Total as -built points: 23166 PASS Totalbasepoints: 24142 I hereby certify that the plans and specifications covered Florida by.this calculation are in comGO, EnergyCode. PREPARED BY: DATE: 1 hereby certify that this buildi gned, is in compliance with the Florid e. OWNER/ AGENT: DATE: Cap: 36.0 kBtu/hr _ SEER: 12.00 _ Cap: 36.0 kBtu/hr _ HSPF: 8.35 Cap: 50.0 gallons _ EF: 0.86 _ PT, _ Review of the plans and specifications covered by this oQ-THE ST T o 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: COS W8 Vr J tnergyvaugew tversion: t-t-nt,ts va.JU) FORM 60OA-2001 SUMMER CALCULATIONS t Residential Whole Building Performance Method A - Details i ADDRESS: , , , PERMIT #: A J BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC 18 1561.0 25.78 7243.7 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM Points Type Adjacent 268.2 0.70 187.7 Concrete, Int Insul, Exterior Exterior 1474.0 1.90 2800.6 Frame, Wood, Adjacent Base Total: 1742.2 2988.3 As -Built Total: DOOR TYPES Area X BSPM Points Type Adjacent 18.0 1.60 28.8 Exterior Wood Exterior 34.0 4.80 163.2 Adjacent Wood Overhang Omt Len Hgt Area X SPM X SOF = Points ICE 1.0 5.0 9.0 47.10 0.95 404.1 NN 1.0 11.0 28.0 40.72 1.00 1136.2 NN 7.0 5.0 14.0 40.72 0.60 340.9 SE 9.0 9.0 38.0 61.07 0.51 1188.1 SW 1.0 7.0 38.0 56.99 0.98 2129.8 SE 9.0 14.0 64.0 61.07 0.61 2381.8 SE 1.0 11.0 32.0 61.07 1.00 1953.3 PE 1.0 5.0 13.0 47.10 0.95 583.7 PE 1.0 6.0 16.0 47.10 0.97 731.7 252.0 10849.6 R-Value Area X SPM Points 4.1 1474.0 11.0 268.2 1742.2 1.18 0.70 1739.3 187.7 1927.1 Area X SPM Points 34.0 18.0 7.20 2.40 244.8 43.2 Base Total: 52.0 192.0 As -Built Total: 52.0 288.0 CEILING TYPES Area X BSPM Points Type1 R-Value Area X SPM X SCM = Points Under Attic 1666.0 2.13 3548.E Under Attic 30.0 1666.0 2.13 X 1.00 3548.6 Base Total: 1666.0 3548.6 As -Built Total: 1666.0 3548.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab Raised 188.0(p) -31.8 0.0 0.00 5978.4 0.0 Slab -On -Grade Edge Insulation 0.0 188.0(p -31.90-5997.2 Base Total:-5978.4 As -Built Total: 188.0 5997.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1561.0 14.31 22337.9 1561.0 14.31 22337.9 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details a' ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 30332.1 Summer As -Built Points: 32953.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 32953.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 10564.6 30332.1 0.4266 12939.7 32953.9 1.00 1.188 0.284 0.950 10564.6 EnergyGaugeTM DCA Forth 60OA-2001 EnergyGaugeO/RaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1561.0 5.86 1646.5 Single, Clear NE 1.0 5.0 9.0 14.70 1.00 132.4 Single, Clear NW 1.0 11.0 28.0 14.97 1.00 418.8 Single, Clear NW 7.0 5.0 14.0 14.97 0.99 207.7 Single, Clear SE 9.0 9.0 38.0 10.59 1.49 600.9 Single, Clear SW 1.0 7.0 38.0 11.59 1.01 442.9 Single, Clear SE 9.0 14.0 64.0 10.59 1.28 865.6 Single, Clear SE 1.0 11.0 32.0 10.59 1.01 341.3 Single, Clear NE 1.0 5.0 13.0 14.70 1.00 191.2 Single, Clear NE 1.0 6.0 16.0 14.70 1.00 235.3 As -Built Total: 252.0 3436.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 268.2 1.80 482.8 Concrete, Int Insul, Exterior 4.1 1474.0 3.31 4871.6 Exterior 1474.0 2.00 2948.0 Frame, Wood, Adjacent 11.0 268.2 1.80 482.8 Base Total: 1742.2 3430.8 As -Built Total: 1742.2 5354.3 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4 Exterior 34.0 5.10 173.4 Adjacent Wood 18.0 5.90 106.2 Base Total: 52.0 245.4 As -Built Total: 52.0 364.6 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1666.0 0.64 1066.2 Under Attic 30.0 1666.0 0.64 X 1.00 1066.2 Base Total: 1666.0 1066.2 As -Built Total: 1666.0 1066.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 As -Built Total: 188.0 470.0 INFILTRATION Area X BWPM Points Area X WPM Points 1561.0 0.28 437.1 1561.0 -0.28 437.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 r WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5594.7 Winter As -Built Points: 10254.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10254.2 1.000 1.078 x 1.160 x 0.95) 0.409 0.950 4730.2 5594.7 0.6274 3510.1 10254.2 1.00 1.188 0.409 0.950 4730.2 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeVFIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 12940 3510 7692 24142 1 10565 4730 7871 23166 PASS EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ir ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. I. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit 3. Number of units, if multi -family I 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (112) 1561 ft2 c. N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 252.0 1`12 0.0 fl2 13. Heating systems b. Clear - double pane 0.0 W 0.0 ft2 a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.1, 1474.0 f12 b. Frame, Wood, Adjacent R=11.0, 268.2 ft2 b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1666.0 ft2 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Scaled):Garage Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, b. N/A 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: Date: Address of New Home: City/FL Zip: Cap: 36.0 kBtu/hr _ SEER:12.00 _ Cap: 36.0 kBtu/hr _ HSPF:8.35 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This ism a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar "designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY 4 Entire House 3 DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Notes: Weather. Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Buu1dmg heat loss 34777 Bb t1 Ventilation air 50 cfm Ventilation air loss 1760 Btuh Design heat bad 36537 Btuh Infiltration Method Sbr1p66ed Construction quality Average Fimpl O iar-cb AP, FL, US Heat* ng' Co 10Areaft ' 5 56'1 Volume (fP) 15302 15302 Air chamesfiour 0.80 0.40 Equiv. AVF (dm) 204 102 Heating Equipment Summary Malmo TRANE Trade Efficiency Heafflng hlout Heating output eabr1qq terT rise A tualheating fan Heating air flow factor Space dwwostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Re humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 25159 Bb di Ventilation 990 Btuh Design t a swing 3.0 OFmperatuUseht. Ratetswing muttipfier 0.98 Total sens. equip. bad 25626 Bhuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3008 Btuh Total latent equip. bad 5W3 Btuh Total eq bad 31259 Btuh Req. total -capacity at 0.70% SHR 3.1 ton Cooling Equipment Summary Malay TRAhE Trade 7.7 FiSPF Efficiency 12 se 248 0 Btih 0 Bbuh @ 47°F Latent cooling 10650 Bbuh 0 OF Total 000fmg 355M BtL h 1200 cfm Actual cooling fan 1200 cfm 0.035 dnVBbuh Cooling air flow factor 0.048 drTUBkb Load Sensible heat ratio 82 % Bold/italic values have been manually overridden Printout certified by ACCA to meet afl mq ernerts of Manual J 7th Ed 1- WnglhtsOft Right -Suite Residential- 5.5.06 RSR26017 EAFlles%MORRISON 2002%1560Nassau%NASSAU 1560 rsr 2002-Oct-17 14:04:37 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15302 ft3 x 0.0167 = 204 cfm 2 Winter infiltration load 1.1 x 204 cfm x 32 °F Winter TD = 7182 Btuh a Writer i netration HTM 7182 Btuh / 304 ft2 Total window = 23.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15302 ft3 x 0.0167 = 102 cfm 2 Summer infiltration load 1.1 x 102 cfm x 18 °F SlrrmerTD = 2020 Bluh a Summer i nitration HTM 2020 BtL h / 304 ft2 Total window = 6.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.d'Iff. x 102 cfm = 3008 Btuh rroceaure u - tquipment Sizing Loads 1. Sensible stung load Sensible ventilation bad 1.1 x 50 cfm vent. x 18 °F SmTErTD = 990 Btuh Sensible load for structure (Line 19) + 25159 Bkh Sum of ventilation and structure bads = 26149 Btn h Rating and ternperaiture s ir nngg multipW x 0.98 Equipment s¢mg bad - sensible = 25626 BtLh 2 Latent stung bad Latent ventilation bad 0.68 x 50 cfm vend. x 43 grAb moistd'df. = 1474 Bth Internal loads = 230 BtL h x 5 people + 1150 Bkh Infiltration bad from Procedure C + 3008 Bkh Equipment sdrQ bad - latent = 5633 Bhtn Cordruction Quarity is: a No. of Fireplaces is: 0 Bold/Italic values have been manually overridden Printout Certified by ACCA to meet all reWi errients of Marxgl J 71h Ed t vvnght50ft Right -Suite Residential- 5.5.06 RSR26017 ACICK E:\Files\MORRISON 2002\1560Nassau\NASSAU 1560.rsr 2002-Oct-17 14:04:37 Page 1 RIGHT-J WINDOW DATA `- DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 631-2665 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 BTH 2 a n nuv a c n 0 n 1 1 90 1.0 1.0 1.0 4.0 62.4 9.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 5.0 6.0 47.4 28.0 0.0 FOY a n sw a c n 0 n 1 1 90 1.0 7.0 1.0 4.0 76.4 14.0 14.0 DIN LAUN KIT NOOK a n ne a c n 0 d 1 1 90 1.0 9.0 3.0 6.0 39.4 38.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 4.0 LIV b n ne a c n 0 d 1 1 90 1.0 9.0 6.0 8.0 39.4 64.0 0.0 M BR a n ne a c n 0 d 1 1 90 1.0 1.0 6.0 5.0 39.4 32.0 0.0 M BTH a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 39.4 13.0 0.0 DEN/STUDY a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 WnghtSOft Right -Suite Residential- 5.5.06 RSR26017 2002-Oa-17 14:04:37 C{>, EAFiles\MORRISON 200211560Nassau%NASSAU 1560.rsr Page 1 RIG ITd soRKSHEETEEntreouse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 n v"PL.cmta 1 Named man FEntireHasa 1371112 BR 3 RN 2j4Ce 1B8.0 ft 6.0 ft 38.0 ft 15D ft 3 derpomclval Fzoorncfl s 6.0 x 14.0 ft 15D x 13.0 ft 8.0 x 8.0 ft kQs Concit.Option 9.8 ft heatbod d 9A fti fneatllod 9A ft I heat6od 120 ft heetbod TYM CF I CSf Ff M Arm Load (Bhh) Area Load (Btiin) Area Load (Bhfn) Area Load (Blrtn) BOKXARE NQ Fftg Clg al Fllg CIg f!') Htg Clg ft Htg CIg Htg I Clg 5 Goss a 14B 4.6 21 1547 E6- 39- 5 d b 12C 29 1.9 0 0 0 vA& and c 13C 32 12 286 0 0 81 patIDorls d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 f 0.0 0.0 0 0 0 6 VVlnla said a 1C 37.0 188 6m 9 333 28 1035 11 517 glass doors b 8C 37.0 64 23% 0 0 0 0 0 FleaWg c Set29.9 0 0 0 0 0- 0- d 0.0 0 0 0 0- 0 0 0.- e 0.0 0 0 0 0- 0 0- 0- f 0.0 0 0 0 0- 01 0- 0- 7 V*xbA6 ad North VA 18 493 0 0 0 0 41 glass doors NERM 4Q6 1 6994 9 582 0 0 0 Cooling 6W 0.0 0- 0 0- 0 0- 0 0 SE)SW 47A 62 2939 0 0 1327 0 Safi 0.0 0- 0 0- 0 0- 0 0 Horz 0.0 0- 0 0 0 0- 0 0 8 01-doors a 10D 14.7 9.9 34 500 338 0 0 0 0 0 0 500 b 10D 147 9.9 18 285 179 0 0 0 0 0 0 0 100cQO0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 1261 5912 2597 47 218 9B 329 1517 678 4f 221 99 epoeed b 12C 29 1.9 0 0 0 0 0 0 0 0 0 0 0 eb and c 13C 32 12 268 845 314 0 0 0 0 0 0 265 98 partDas d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Cedngs a 16D 1.7 22 1685 28M 3709 84 IQ 187 195 331 434 109 142 b 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 d 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 f OD 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 259 0.0 188 4873 0 6 155 0 3B 985 0 1 399 0 Nate man b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 Pori ela c 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 for stab a 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 12 Irisration a 1 23.6 6.6 304 7182 202D 9 213 69 28, 661 186, Q 1134 31 13 SLAA) l bss=&#&+11+12 31616 10E2 4529 3135 Less a nal healing 0- 0 0 Les ba Eb 0 0 0 0 Fleatrig redstribWon 0 0 0 0 14 Duct loss 1 3162 1 00A 105 10 4m IODA 313 15 Tctal loss =13 14 347T7 116B 4982 Wl 16 Int. gains Pao* ® 300 5 Imo 0 0 0 0 c- 0 Appl. Q 1200 2 IBM 0 0 0- 0 c- 0 17 blot RSH gair=7+8..+12+16 22872 909 26?5 1403 Less edenalcooFg 0 0 0 0 Less trarlda 0 0 0 0 Codugredstrwon 0 0 0 0 18 Duct gain 1 2287 1 91 10 263 1 141 19 TdaIRSHgwF:(17+18)-PLF 1D0 251,% 1M 997 1OD I I' 1549 1201 Ak-0ed (dN 12M 12)0 48 172 1 119 7 Pm16oLtt certified by ACCA tD meet a mgtff> x wls of Mantel J 71h Ed wrrrgl^,tsOR Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-17 14:04:37 EAFlles\MORRISON 2002\156ONassau\NASSAU 1560.rsr Page 1 9IG U WORKSHEET ntjre ouse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 7h Ed Narredroom DIN LAUN 1QT NM< TMANLIAL, t Lerr;t Opg11ed v1d 0 ft 180 ft 12.0 Il 20.0 ftfdoornciradve16.0 x 15.0 ft 11.0 x 7.0 ft 12.0 x 11.0 ft 11.0 x 11.0 ftCe&ngs CorxkCpton 10.0 11Fteet6od 9A R f>eatllod 9A 11he 11 9A ft her3bod Ty%CF I CST HTM Area Load (ML" Ara Load (snit) Area Load (Bli>) Area Lad (81/1) DIKE-F E NQ HtgCig ft2) Htg Cig OF) Htg I Clg 111 Htg Clg ftll Htg I CIg 5 Grass a 14B 4.6 21 0 4 113 leE f3®ed b 12C 29 1.9 0 0 0 V.& ad c 13C 32 12 80 1 0 par06ors d 0.0 0.0 0 0 0 e 0. 0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Vlkmnsard a 1C 37.0 0 0- 0 0- 0 0 m doors b 8C 37.0 0 0- 0 0- 0 0 0 c 9A 29.9 0 0 0 0 0 0 0 d 0. 0 0 0 0 0 0 0 0 e 0. 0 0 0 0 0 0 0 0 f 0. 0 0 0 0 0"" 0 0 0 7 VVrxbAsard North 77.4 0 0 0 0 0- 0 81 glass doors NENN 40.6 0 0 0 0 0 0 1497 Cooilg FJW 0.0 0 0 0 0 0 0 0 SESW 47A 0 0 0 0 0 0 1612 South 0. 0 0 0 0 0 0 0 0 Horz 0. 0 0 0 0 0 0 0 0 8 01- d- a tOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 b 1M 14.7 9.9 0 0 0 1 265 179 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 0 0 0 47 217 97 113 520 232 11 516 231 e caed b 12C 29 19 0 0 0 0 0 0 0 0 0 1 0 0 was and c 13C 32 12 80 22 94 104 328 122 0 0 0 c 0 0 parlors d 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 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ce& Kjs a 16D 1.7 22 240 407 534 77 131 171 132 224 293 121 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 1 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 of 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 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 8 2137 0 18 467 0 12 311 0 21 518 0 Nos: rare b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 Penetr c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 1 0 0 f -S) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infilbation a 23.6 6.6 0 0 0 18 4251120 0 0 0 A 1795 13 Subbsl bss=5+8-+11+12 Im 1832 1056 5844 Less oWn- d hsa" 0 0 0 0 Lessiraslm 0 0 0 0 HeabM redstrbrlion 0 0 0 14 Duct loss 1 1 183 1100M 105 101M 5w 15 Total loss =13+14 gm""' 2015 1160 6428 16 Int. gaits People Q 300 1 300 0 0 0 0 C 0 Appl. @ 1200 0 0 1 600 1 1200 C 0 17 SLAM RSHgait=7+8..+12*16 928 12B9 17M 4195 Less adernalcooling 0 0 0 0 Less trader 0 0 0 0 C kQ redstrbufinm 0 0 0 0 18 Duct gain 1 93 1 129 100M 173 101Y. 420 19 Total RSHg*r-(17+18)-PLF 1.00 1021 1.00 1417 1D0 1899 1' 4615 20 Av requn d (6n) 49 70 68 40 91 222 Printout ou fied by ACCA to meet a0 regLmernefts of Manual J 7th Ed wrrrghtsoft Right - Suite Residential- 5.5.06 RSR26017 2002-Oct-17 14:04:37 E:\Files\ MORRISON 2002\1560Nassau\NASSAU 1560.rsr Page 2 gI pTd ORKSHEET nt re c%e DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rwwu++. m ea ne nmor LTVMBR M STH DENS'TUDYTNaddeposedmda. 14.0 ft 34.0 R 12-0ft 11.0ftRaomagorts15.0 x 15.0 ft 15.0 x 13.0 ft 12.0 x 14.0 ft 11.0 x 15.0 ft Ce&xJs CaxY Op6ori 11.0 ft tneeGAlool 9A ft t emend 9A ft heatbod 9.4 ft haefAlod TYPE CF CSCST H TM Area Load (Bhf>) Aree Load (Bhh) A e Load (Bhf>) Area Load Wh) EM)SL Htg G9 R'I Fftg G9 ft') Hig Clg ftl Htg Gg fil) Hig Clg 5 Gres a 14B 4.6 21 1 3M 113 1 E®ed b 12C 29 19 0 0 0 vj& and c 13C 32 12 0 0 0 perfbors d 0.0 0.0 0 0 0 c e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Vw dDAsad a 1C 37.0 0 0 1183 13 I= 1 glass doors b 8C 37.0 64 m 0 0 0 H tg c 94 29.9 0 0- 0 0 0"" 0d0.0 0 0-010000 0 0"" 0e0.0 0 0- 0 0"" 0f0.0 0 0"" 0 0 0- 0 7 VW%bAs ad North 77.4 0 0 0 0 0 0 0 Yam doors NEM 40.6 64 2EM 22 1W1 1 51 1 Cla*9 EW OA 0 0 0 0 0- 0 0 SESW 47.4 0 0 0 0 0 0 0 Salh 0.0 0 0 0 0 0 0 0 Harz 0.0 0- 0 0 0 0- 0 0 8 COwdoors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 b im 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Net a 14B 4.6 21 90 415 185 29B 1325 592 100 46D 206 81 403 180 eked b 12C 29 19 0 0 0 0 0 0 0 0 0 c 0 0 wan and c 13C 32 12 0 0 0 0 0 0 0 0 0 0 0 parODors d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Cedrgs a 16D 1.7 22 225 382 501 195 331 434 168 285 374 1 287 367 b 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 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 1 0 0 0 0 0 0 f 00 0.0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 252 00 14 313 0 34 881 0 12 311 0 11 2B5 0 Nota:mom b 0.0 00 0 0 0 0 0 0 0 0 0 0 0 painter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is dispL d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 brslab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 o a o 0 0 0 0 0 0 0 12 Infiltration a 23.6 6.6 64 1512 425 32 M 213 13 337 86 1E 378 1 13 l od bm=&&+11+12 4476 1843 1937 Less adarn lhx&g 0 0 0 Lea hash 0 0 0 0 Healing redstrbution 0 0 0 0 14 Duct lass 103' 1 w 10 184 1 19t• 15 Total loss =13+14 5540 49X 2028 2131 16 trfi gars people Q 300 3 900 1 300 0 0 c- 0 AppL Q 12m 0 0 0 0 0 0 c 0 17 Stblot RSH gait=7+8..+12+16 45M 2807 1178 12134 Less extrnal cooling 0 0 0 0 Leaha6b 0 0 0 0 C0*G 1ed5hbutim 0 0 0 0 18 Duct gain 10Y 453 1 10 11 1 1 19 Total RSH cg3kr-(17+18)-PLF 1.00 491 1A ) 3090 1A0 1296 1.00 1412 20 Air mqured (din) 191 238 170 97 70 62 74 PrinW certified by ACCA to meet aM regmemertls of Maud J Th Ed wrrrghtsofC Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-17 14:04:37 E:\Files%MORRISON 200211560NassaulNASSAU 1560.rsr I Page 3 J 4' both duCt r both duct to roof cap to roof cap fan-llpht ./Pan BUILDER: REVISIONS Vet Ar PLAN Morrison Homes DATE BY Heatvq,Air CandiUmq&WrWratim,6lc. LOT Nassau 1560 CL 109 CawffCe 5treet SUBDIVISION 51Re 1101 DATE: JLake May F1, 32996-6206 L DRAWN BY: 702 Ph": 907- 831-2665 Faa 909- 333-3853 National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 - Phone:703/931-2187 Fax:703/931-6505 INTERNATIONAL website: www.nateval.org r_' ,, COUNCIL,. NATIONAL EVALUATION REPORT Report N( Copyright © 2001, National Evaluation Service, Inc. Issued O . .. . , 2001 BORA-CARE® TERMITICIDE, INSECTICIDE AND The instructions within this report govern if there are any conflicts FUNGICIDE between the manufacturer's published installation instructions and this report. NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE 37853 800-264-0870 nisus(a)nisuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARE® Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterranean termites. BORA-CARE kills the termites through ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA-CARE utilizes a patented formulation of this mineral salt DOT) and glycols to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient in the wood member. BORA-CARE is water soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Application BORA-CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistency as water. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordance with local, state, or federal pest control regulations. BORA-CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electrical wiring, and plumbing. 4.3 Protection from Water Since BORA-CARE is water soluble, treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter In this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 NOW ctober 1, 2y' Paae 2 of 2 Report No. NER-617 5.0 IDENTIFICATION 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the Each container of BORA-CARE® Termiticide, Insecticide and code official, shall be submitted at the time of permit Fungicide covered by this report shall be labeled with the application. manufacturer's name/and or trademark and this National Evaluation Service evaluation report number, NER-617 for field 7.2 BORA-CARE shall be applied by applicators trained by identification. the Nisus Corporation and shall be licensed pest control operators. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2 Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 6.3 Test report, lab test of oral toxicity of BORA-CARE 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 BORA-CARE was evaluated only for resistance to subterranean termites. against Formosan Subterranean Termite and Eastern 7.6 BORA-CARE is water soluble and shall be protected as Subterranean Termite, Ft. Lauderdale Research & noted in Section 4.3 above. Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su. 7.7 BORA-CARE has not been evaluated as a treatment for resistance to termites on LVL products. 6.4 Test report, January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 This report is subject to re-examination on a periodic the subterranean termite feeding and tubing near basis. For information on the current status of this Gulfport, Mississippi, comparison of treated and Evaluation Report, consult the NES Product Evaluation untreated wood floor joist, Mississippi State University Listing or contact the NES. Forest Products Laboratory, Terry L. Amburgey. 6.5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.6 Test report, January 2001 Progress Report, 110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building CodeTm, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: ONE BY wow — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE k WOOD BUCK CONCRETE OR MASONRY OPEN17jG BY OTHERS EXTERIORFINISH BY 0714ER5 PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXTM WINDOWHEIGHT FLANGE TAPE suFHAME SILL PERIMETER CAULKBYOTHERS SHIM AS REO'D ONE BY WOOD F BUCK BY OTHERSSEENOTES) BUCK WIDTH 1 1/4• Ma. r INSTALLATION ANCHOR 3/16. ORA TAPCON EMBEDMENT SHIM AS REO-D sHowN I/4. SHIM(SEE FLANGE TYPE SPACE MAIL I NOTES) CAULK BETWEEN WINDOW FRAME WOW BUCK ! MASONRY OPENONC JAMB 4 CONam-TE OR MASONRY BY OTHERS oPEwi+c BY OTHERS NFLAX NSTALLATION ANCHOR 11 • YIN.. 3/ 16. OIA TAPCON SHOWRNPERIMETERCAULKBY OTHERSULKBETWEENOOD BUCK i WINDOW WIDTHASY OPENING 1/ 4• SHI Y OTHERS SPACE MAX. offm B TERIOR NISHSECTION 2 Wom BU«BY OTHERS WINDOW WTH. B C BUCK D E HEIGHTK Y2 BOTHERS j WINDOW ' Va HGT. F G Q A H I. CA= BETWEEN WVIDOW FLANGE t PRECAST SILL WITH VULIEMI PREByO1 HERSS A6PPRO ED EOUAL ORSECTION 1 CEN ERAI MOTES 1) SRAM AS REO' 0. Al EACH INSTALLATION ANCHOR WITH LOAD BEARING SM. WAX ALLOWABLE Simi STACK TO K 1/4'. WINDOW FRAME MATERIAL ALUMINUM ALLOT 5063. 3 USE LATEX CAM BEHIND WIDOW FLANGE AT HEAD i JAMBS SILL MUST BE ATTACKED TO THE SUBSTRATE WITH WLKEM 116 AD/ESWE CAULK OR APPROVED EOUAL 4) APPLICATION OF VULXDN 116 ADHESNE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMIQNDATOM S) USE LATEX CAIRN FOR PQ7WETER SEAL AROUND ER1ERX)R OF WO(DOW FLANGE 6 GAS T1HX30NE55 MAY WARY PER THE REOULMAENTS OF ASTM E1300 GLASS CHARTS. SINGE GALNC 5 SHOM76 INSULATING GLASS 5 MSO OUAUFIED. 7) GENERAL ALUMNUM'S 1440 SCRIES SINGLE HUNG IS SHOWN. THIS PROD ALSO APPLES TO THE 1540 INARATING GLASS SINGLE HUNG SERIQ 1 ' ELEVATION VIEWED FROM EXTERIOR 1 A CETTR.&L r aF LpO-RM A. fly.,+O . A. F. UI GFVERAL Al-Vi4lAWM u. k cTwu rn .t". - A -A, I E I i 1W1 V. Fi1441 Rd• Cr1i14 R 7SQXI • PA 11F IIfW • 011IN. U 7SNI ROMAN 2,0, ASSEMBLY DRAWING SERIES 1440/1540 TDL SINGLE HUNG MEADOW 1R4R12i 4 s4U BB N A 40 IutE sFM arms n ECT _ 10 26 01 B GEN-0012 FRE A= R: FROOLA3 TIXHKOIDO7 COW_ 230 INiTpl nOWL KY. 3= = MCAT I". 7"WA =70 MOC 4O7 WO, ] 1" 40 1a5-WM COMPARATIVE ANALY9 ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WmTIVHDOR EXTERIOR INTERIOR HEAD JABS SIZE 12 111 1/1X 25 n n B F 13 11 1/1 36 3A 7. 76 B 14 ID 1/1 X 50 &A b 56 p FA tags 16 'A X 54' A 54 a FF 1445 16 'A I 55 1A 32 52 a FF 15 16 to X 53 45 45 FF 6 11 ve x 72 40 40 F IH2 113 25 1/2 Xm 11 X a " 51 ' 51 e p FF 11N 26 1/3 X 50 'A 44 w p FF 11NM 21 IA X 54 AA 42 42 B F.G 1 Hw5 26 ,/2 X 55 1A 41 11 a FF INS 26 1/2 X 13 40 40 o e F.O 30111 301/3 X is Be 59 330 30 1/2 1 -m I'll 44 44B FF 3014 30 11 X 50 1A 40 40 a FF 30X4f4 30 1/3X 34 SA 40 40 a F.G 5 b"2 XF B F 3aX5 30 iA 9340 44040 0 F.G Ill Na 1 e23 37 X 36 L1 40 40 a i,G 24 37 1 50 $A 40 40 B F,G 244i 37 X 54 IA 40 40 a FF 24a5 37 X 55 2A 40 40 a FF 25 X 43 40 40 a iFNJ 3377 462E 4a z 26 48 44 a G 4536 46 1 38 21 / 40 40 a F.O 4650 46 X 50 &A 40 40 a F.G 46a44 46 X 54 V1 40 40 a FAW 46445 4a X 555 U1 40 40 6 FF.HJ 40U 46 X 63 40 40 411 40 B iFNU xbj— y1/1 . 45 43 aFF v 53 1n X 35 Xn 40 40 a FF 34 53 1/2 X 50 5A 40 40 5 FA.N3 34}4 53 IA X 54 AA 40 40 a F.GJU 3445 53 1/1 X 55 IA 40 40 6 FFJU 35 9 fA I O W 40 a FF.H.F S3 I X 71 1 40 140 a FAKI AD 1W 1) HERE L BEFI IITED TOTESTDUIETO :TER TES Q Of9GN LOAD APPLES, ACHIEVED I OBON LOAoS wLL GE uniED ro40.0 PSiOUEroWATERTESTPRESSLAEOF6APSTANMVFDaTESL2) INSTALLLAnaN: FLAma FRAME WINDOW IN CONCRETE OR MASONRY OPOONG USE 3/10' OA TAPCON ANCHORS CE AFFiCENT LENGTH TO PROVIDE tail 1- 1/4- EMBEDMENT KM SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) Sg ClVAl10N idl KEY To TAPCCM LOCATORS. 41 INSTALL Re SCEWS OF SUFTICENT LENGTH TO PROVIDE 3/4• Ma. E iGa MENT INTO WOOD BUCK AT ALL OTHER iACTOtY APPLIED INSTALLATION HOLES 5) F DUCT WINDOW SIZE IS NOT USTED IN ANCHOR CHART. USE ANCHOR OUA1111TY LISTED I61M NEST LARGER SI L FOR THE APPRO RLATE DES01 PRESSURE REED. I CAULK BETWEEN W000 BUCK { MASONRY OPENING BY OTHERS ONE By WOOD — BLOCK By OTHERS CAULK BETWEEN WINDOW RANG WOOD BLOCK STUCCOS Br OTHERS / PERIMETER CAULK J B, 01-ERS GLAZING WIDOWHEIGHT CxTER10R I PERMETER CAW By OTHERS MSTALLAT10H ANCHOR OR 3/16' UA TAPCOn BUCK WIDTH MU. IUY SPACE SHIM As REOD CONCRETE OR Y ASONRY OPENING SEC NOTES) Lam. I 1-11 AN. EMBEDMENT BY OTHERS I SHIAS REO'D FLANGE TYPE WINDOW FRAME'CA W BETWEEN Ms[[ Notts) A„e4 Wood BUCK a 4 uAs'r OPENING By OTHERS LL///-- 1111 RAZING Q 1-1/4' MN CLEEDu[ xi INSTALLATION` ANON 3/ 16" DW TAPCOM 4 MAX. SHIM KMSPACE EXTERIOR ONE BY WO OD BUCK By OTHERS CAULK BETWEEN PERIMETER CAULK GE Br OTHERS W CONCRETE WINDOWWIDTH`- OR MASONRY NING RANGE TYPE BE OTHERS . WINoow FRAME SECTION 2 Tutt'O 49P_ CGMPARATIVL ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCOIO ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WtOTH/ HEIGNT ExTEMOR INTERIOR 1.0 JAMBS 12 x 60 0 5p 0.Er.G 12 x 72 40 55 C 0.Er.G 15 15 40 106 C NJ 2. x 16 40 f9 A.B NJ 7. X 2. 0 55 A.B F.c N X 30 0 aS A.B r,c 24 x 36 0 0 A.B F,G 24 X ae 0 40 AA O.E.F.c 2. A 60 W 10 A.B o.Er.G 24 t 7} 40 0 AA O.E.r.G 40 0 AA OEr.G 32 X 0 o A 00.E.r.c6 6 36 0 AA O.Er.G 6. 72 0 0 A 0.[J.G:p X 24 ap C AA D.Cr.G ae x a6 40 0 A,e o.[r.G e x {0 0 A0 A.B D.E.r•c 6. It 2. ap AO A. F.G 72 x 3{ 0 A.B r.0 72 x 0 A O.Cr.G 00 00 AA I73 HEADER By OTHERS CENTRAL FLORMA B.O.A.F. BUCK WINDOW MANUFACTURER NAME: WTH HEIGHT1AITryRANGETYPEWIKDOw rRAME SILL A C 3 Gew!RPrL A- omiNurl CINERAI NOTES. MASTER , I M - 1) SHAS REO'D. A7 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIP, MAX. ALLOWABLE SHM STACK TO BE 1/4' E. D 2) WINDOW FRAMEMATERIAL' µWI.UY ALLOT 6063. 3) USE LATEX CAWc BEHIND w0mow FLANGE AT HEAD Q JAMBS. SLL MUST BE ATTACKED TO THE SUBSTRATE WITH wLKEM 116 ADHESIVE CAULK OR APPRWCD EQUAL. APPLICATION Or MAXIM 116 AONCSM CAULK AT FRAME SILLYVS7 COMPLY WITH SEALANT 2 MANUFACTURER'S RECOMMENDATIONS. S) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or w*d)Ow FLANGE. 6) GLASS THICKNESS MAY WARY PER THE REOUIREMEHTS OF ASTU E1300 GLASS CHARTS. 7) WHERE WATER RESSTmCE TEST REOu;REuEN7 Or 152 Or DESIGN L OAD APPLES. P0SI11WI[ DESIGNGN IN 70 .00 PSF DUETOWATERTESTPRESSUREOr6.0 PST ACHIEVED TEST. WINDOW H OT LOADS WILLBE LTED Ip) INSIALLARON' rLAAGE FWINDOW N CONCRETE OR MASONRY OPENING USE 3/16" PA HGT. TAPCON ANCHORS or SUFrXXNT LENGTH TO PROWOE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. S) SEE EL.EVATIGN FOR KEY To TAPCON LOCATIONS. 10) INSTALL AM SCREWS OF SUFFICIENT LENGTH -TO PROAIDE 3/4' MIN EMBEDMENT INTO WOOD BLOCK FACTORY APPLIED INSTALLATION HOLES. IF FACTORYAPPLIEDHC•_S ARE NOT PRESE:•T. AI ALL OTHER re SCREWS SHOULDBERACEDAT MAX. 6' FROM CORNERS &'MA 24' O.C. 11) IF EXACI WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR DUAN7111 LISTED WIN NEXT LARGER SIZE. role IH[ APPROPRIATE DESIGN PRE SHIRE REO'0 12) GENERAL 1450 SERIES PICTURE wINDOw Is SHOWN. IRIS PRNT ALSO APPLIES 7: THE 1550 SEPES F G MARBLE SILL STOOL By OTHERS PRE - CASs SILL CAW BETWEEN WINDOW FLANGE OT OTHERS • PRECAST SILL WITH IULKEu 116 AOHESINE CAuuc OR APPROVED EQUAL SECTION 1 t ELEVATION VIEWED FROM EXTERIOR, 04 V- 72- DL 1 DATE s,M KEWnsWo. IDDI IF. CN061 EE. • CwaMm TS 7M - PD. bX 61SOD • Odm TI 7 pW.IG RIHJIRT.X INSTALLATION -TAIL SERIES 1450/15!0 r_aNOE PW p.W \, OWD \. Y•a BB N /JL SHEATHING CAULK BETWEEN FIN BY OTHERS @ SN(AiwG SHIM AS REO'D. SEE NOTES) rg wSTALATIDN HESHIM J r MIN. rim TYPE CREW SHOWN (7YPI l EMBEDMENT wwDOW rRAuE E x TERIOR JAMB FINISH 2 x WOOD By OTHERS BY OTHERS PERIMETER CAULK BYOTHERS 16 INSTALATION ANCHOR SCREW SHOWN (TYP.) 11 7 x W000 B7 OTHERS CAULY BETWEEN SHE A k FIN BY OI..- IIS I' MIN. EMBEDMENT FIN IYPE wNDow-J I SHIM AS REO'D.— S FRAME HEADER ( SEE NOTES)' SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH EXTERIOR EXTERIOR BY OTHERS PERIMETER CAULK BY OTHERS wHNoow SECTION 2 HEIGHT WINDOW WTH. _ ANCHOR (TIP ) O O 01 O O FIN TYPE WINDOW SaL S700L / O FRAM[ Sal 2 BY OTHERS 24' O.C. MAX (IYP.) 0 O WINDOW -r— EOUALLY SPACE MGT. D ANCHORS ( IYP.) 0 / o PERIMETER CAULK BY OTHERS SHIM AS REO'D O SEE NOTES) O O 0 0 0 6 MAX (TYP,) 1B SCREW 76MAX. NSTALATIONANCHOR SHOWNBYOTHERSLR,(TYP.) EXTERIORTYP.) CAK B[ 7wE[N WNDOw FIN a ELEVATION SHEA7wNG 8, Ism OTHERS EMBED ENT VIEWED FROM EXTERIOR v+EATHING SECTION 1 BY OTHERS m n . MA/P NFALTUi'3.E' R Yd: GA 3 CF-Nf- RAl A• UMIA)uM MASTER FELL # 3 COMPARATIK ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE No. Of /6 SCRCwS NO OF 0090 OIA. NAILS SIZE (INCHES) CAPACITY IN PSr REO'D N'FRAME REO-O. IN FRAME WIDIN/Ni1GMT EITE1HOR NTEMOR HEAD I SILL 0-EA JAMB HEAD I SLl 10 EA JAMB 15 a 3ot 1o1 7 2 7 2 16 a . 0 63 2 2 3 2 2 3 16 1 50 16 so so 6) 50 72 23 7 7 3 20 a 3o a 2 2 7 20 a 40 73 2 2 3 2 2 20 a 50 51 2 2 3 2 2 4 a 2 2 26 a 2 26 x 40 52 2. 2 3 2 2 s 26 a 50 41 2 2 3 2 2 2 30a ) 0 52 2 2 2 7 30 a40 32 1 H2 2 3 2 2 3 30 a 5o 3 3 2 2 3 7 2 a 2 7 3 2 36 a 30 I I 7 36 a. 0 0 10 3 3 3 3- 3 3 30 50 0 0 3 3 3 3 3 3. 3 3 5 0 A 30 40 o 7 D It . 0 o 0 3 3 3 3 3 s 0 a 50 D 40 3 3 3 3 3 3 3 5 1) SIHN AS REOTI. ADJACENT TO EACH NSIAUAI*N ANCHOR WITH LOAD BEARING SHIM ALLOWABLE SHIM STACK TO BE 1/.'. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOT 6061 3) USE LA7EA CAULK 6EHUO WINDOW FIN AT HEAD. SILL t JAMBS. USE LATCX CAULK FOR PERIUVER SW AROUND EKTCRIOR Of WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER IKE REOLOREMENTS OF ASTM E1500 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CUSS IS ALSO OUAUFIEO. 6) WHERE wATEP RESISTANCE TEST REOUNEMENT Or 15% Or DESIGN LOAD APPLIES, POSITIVE DES" LOADS WILL BE LIMITED TO .00 PSF DUE TO WATER TEST PRESSURE OF sD PST A01CVCD N TEST. 7) INSTALLATION: FIN FRAME WINDOW W WOOD rRAME OPENING WITH TWO BY wCOD STUDS. USING 0010 IN DIA NAILS OR /6 SCREWS Or SUFFICIENT LENGTH 70 PROLE WIN. I' EMBEDMENT INTO UMS IRATE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR CUANI17Y LISTED WIT" NEAT LARGER SIZE. 1) G( ACRAL ALUMNUMS 1140 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO A -PLIES TO THE 1940 INSULAIING GLASS SINGLE HUNG SERIES 1001 . 0113R m. • CW.MWL TE 7= • PD. Ma 1191122 • Odb% D r»s NxHxAWro. ASSEMBLY DRAWING SERIES 1140/ 1940 TD; SINGLE HUNG WINDOW BB LL j BB N A mo Iry " HGA 6T cc._ n/ DS/DT B "-GE—OOt 1' MIN SHEATHING EMICDMEMT BT OTHERS C^ILK /EMIND FIN EXTERIOR r INI sHBrOTHERS PERIMETER CAULK IT DINERS rim TYPE WINDOW FRAM MADCR LAZING — cSEE NOTES) EXTERIOR Irim TYPE r RAM Sit PCRIMEIC lr OIHEC EXTERIOR f INIsHByOTHER CAULK A' SHE^THIN„ lr DIMas SECTION I r WINDOW IIDTM IL, 11 •' NAX.SHIM $ I.(( 2 a lr WOOD lr OTHERS SKIM AS RED'D. 2 1 OTHWOOED Ir RSrim TYPEWINDOWI INSI ALLATION FRANC JANl ANCHOR SCREW I' MIN SKIM AS RCO'D GLAZINL (MKDHEml cSR tdt[SH v.• ruX. SKIN SPACE EAICRIOR PERIMETER CAULK 1Y OTHERS aB INSTALLATION EXTERIOR ANCHOR SCREW FINISH CAULK BEHIND riN BY OTHERS SECTION 2 $,(^ THING RY OTHERS WINDOW WIDTH WINDOW HEIGHT o o0 0o 0 w.X. ctrvJ HEIGHT D 0 0o o T I 6- MAX. ITYPI-- L1/.' IIAL SHIM SPACE ELEVATION INSTALLATION VIEVED FROM EXTERIOR NOR SCRCV X WOOD OTHERS COMPARATIVE ANALYSIS & ANCHORCHART VIMaUV DESIGN PRESSURE W OF FB SCREWS Ma OrOA59 D1A NAILS SIZE II SIZE CAPACITY IN PSf REOUIRCO IN FRAME REOUIRED IN FRAME VIDIN/HEIGKT EXTERIOR INTERIOR MAD L SILL I CA JAMI MEAD L SILL I EA JAMB 20 . 70 0 0 2 2 i 2 2 2 20a.0 0027z20a50 40 40 2 7 z 70 0 0 2 2 2 I 70 40 0 40 2 7 2' 70 S 50 a02ia40 A .D 00D 32 77 7 7 7 4 40a 30A 40 0 A 77 770 10 10 2 1 Do X .0 50 . 7o 0 40 40 40 77 77 SD . 60 00 7 1S CENTRAL FLORIDA B.O. A.F. MANUFACTuRER NAME: EdlER4L Al riMrNU!'7 MASTER FILE # 1' PREWATER REIOSE TEST LIMITED 'llorSIGOCPPLES• OSICDESIGN BC TO ACW^R TCST RESSURE or 611) PSf ACHIEVED IN TEST. 2) I STUDS AT USING FIN (RAMC O sur IN WOOD (RAH[ OPENING WITH Tv0 BY WOOD STUDS USING it SCREWS wI SUffICI WO LENGTHTOPROVIDEH1• CIT vOOMT INTO SUl$TRATE I3R QM! IN DIA MAILS. L Ir EXACT VIKDOV SIZE IS NOT LISTED 1N ANCHOR CHART. USE OUA97ITY LISTED VITM NEXT LARGER SIZE. SHIN AS RC0'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIN DUALLY S ACL MAL ALLOWA/LE SHIM STACK TO BC 1/.'. ANCHORS cIYPJ :) WINDOW FRANC MATCRIAL, ALUIVIUM ALLOT 6067. I 6> USE LAIE CAULK BEHIND WINDOW r1M AT HEAD. SILL L YMBS. 7) USE L^ICX CAULK FOR PERIMETER SEAL AROUND CXTERIIIR Or WINDOW FLANGE. 61 GLASS THICKNESS MAY VARY PER REDUNREHENTS Or ASTN E170D GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO oUALIr IED. GENERAL ALININt1MS 1100 SCRJCS PICIItRC WINDOW IS SMOVM. THIS PRINT ALSO APPL ICS TO 1900 SCRICS PICIURC WINDOW. V. I CAUL. IC7VEEM- VOOD II.CK L SORRr OPENING Br 01-C S CAULK IETVEEN vINOUV rl ANGE L WOOD B(!CR CONCRCIC OR 1, O-R, OPEN1 IT OIKRS x TCRIDR rIN1SN- BT OTHERS PERIMETER CAULK IT OIMCRS rLANGE IIPC - WINDOW FRAME HEADER VINDOV Cx1CRIOR HEIGNI ONE IT VDOD NOTES, BUCK IT DINERS 1) SHOT AS REOD AT EACH INSIALLATION ANCHOR USING LOAD BEARING SHY. YAx ALLOWABLE SHR. SLACK TO BE H/•. INSI AL L•iION MCHQR 2) M1NOOw rRAYE MATERIAL' ALUMIMUY ALLO, " 3 11.L' 01A TAP ON S) USE LATEI, CALL' OC)vO WINDOW rLANGE AT HEAD. SLL • JAMBS. USE LATE. CAULK fin PERnCTER SEAL AROUND ExTERIOR Or WNOOw fLArCE. S.I. AS RE" SEE NOICS) 5) CLASS THICKNESS NAT VAR, PER THE RCOURRCME)NS OF ASTY E1300 GLASS CHARTS L, DESIGN PRESSURE CAPACITY Or VINDOV L INSTALLATION IS LIMITED IC •OD PSr. 7) roll IMSIALLA7ICN Q FL AMC! LRAM[ VINOOVS IN CONCRETE DR BHA SOS, OPENING, USE 1 DIA tAPCDM TTPC Ar[IOTS 0r sUrrICIEMT LENGTH TO PROVIDE HIM. 1-1/4' M/E DHEN1 INTO SUBSTIAI[ PLACE ANCHORS L' )Mx. FROM CORNERS L 2.' O[. MAa, IETvE[N d O) BUILD DOVN AROUND CURVED P13RTION Or VINDOV rRAK TO BE ENGINE'• -RED IT OIMERS. rROH EMBEDMENT BUILD DOVN MUST It or SUrrICICMT STRENGTH 10 ADCOUAIELT IRANVER LOAD VINDOV TO THE STRUCTURE. 4) ELEVATIONS SIOV COMMON COKIGURATIONS IT IS HOT INTENDED TO LNII USE Or THIS 1/.• MAL IPRODUCTTOIHESCTVOCDKIGuRA11ONSlmISSHEETAPPLIESTOALLCOKGURATIONS SMI SPACE iNAT CAN BE MANIrACTLNED rROM 1K 1150/155D SERIES DESu.NER rIIED WNDOW FRAMING SYSTEM. CENTRAL FLOREDA B.O.A_F. MANUFACTURER NAME: CEA( blid , 41 fl/1 NVH o MASTER FM # N2 Oh. SEE NO SEE01[L BUCK MEIGATS) OM AS RED'D SCE NOTES) FLANGE TT C VINDOV rRAHE SLLL NE IT BY - ODD r BICOTHEKRST B, RO, ..S CAULK 1 1— MAR. SHIM SPACE a a COTHERS rINISN CC BY OTHERS CAULK IE7vEEM VINDGv 1-1/.' MIN rLANGE L vWD BUCK CMtEDHEMT CO(CRCIC OR INSTALLATION ANCHOR HASOKTT OPENING. 7/ I6' DIA. 1APCOM IT OTHERS CALLK IETVEEM --- IUCI( L MASONRY OPENING A, OTHERS SECTION I I WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR n 7_ 71_ 1X WINDOW HEIGHT 2 1 IW NItN-wJ . 1.' MAC iNln SPA[[ SHINASREO' D I-1/.' MIN. SE[ ,OILS) [MICINCNT rLANG[ ITPE CAULK BCIv[EM VINOOV rRAK WOOD RICK L JMI MAST OPE- Mr, G BY OTHERS r c 4A7vG Oh, 4 1.11M.LATIGM -. CM. D/IL' OM TAPCDN SEE IOICS) ONE II 1/® PERNE CAULK BUCK 91 OTHERS B, OTHERS CAULK BETVEEM xT[ RICR rIMISM VINDOV rLANGE E, OTHERS v000 RICK wumv v1ltx CONCRETE PENING Saw SECTION 21, DINE ITS WINDOW HEIGHT 1 2 I --- WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR Cot I. C.", IL• E..,.Ifn R 75008 • PA Io 11S077 • Dd L D 7SLI P.v RTrNM, RM INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550' DESIGNER PICTURE WINDOV BB N. (L 1 gg N/ A 1 ona p, E LVL w N" 11, I EGM - 3/20/02 e I GEN-0025 SNE.7 mIG BT Ce ER1 CAULK Bi E a TEROP r 0T OTHERS PERIMETERCAULK 0, OTHERS FIN TTPEFRAMEHE GLAZING (ITP.) rljrrdog SEE NOTES FIN IMFRAMIESILL / PERIMETER CAULK J By OTHERS / 13 NSTALLATON J ANCHOR SCREW (TTP.) ERIDL'OR rNKH 8, OTHERS CAL:A REM-0 rN — SHEATHING BT OTHERS elnS DOWN eT OTr_RS 16 INSTILLATION ANCHOR SCREW (TTP ) SmI AS REOT3. SEE NOTES 1/.' MAX I— SHIM SPACE DOWMEIOIT N0- I) DESIGN PRESSURE CAPAOTT Or NM00W t INSTALLATION IS .00 PSF 1) INSIALLATIdI OF FIN FRAME wuIOOW IN WOOD FRAME OPENING 'NTH TWO aT WOOD s-m. u9Hc 0059 IN IRA NAILS PLACE 099 NAILS S' FROM CORNERS MAN IN B' O C uA.. BETWEEN 3) FOR INSTALLATION Or FIN FRAME NMDOW IN WOOD FRAME OPEIRNC WITH TWO By WOGD STUCS. uSNC roCASEWS Or SUFFICIENT LENGTH TO PROvNDE MIN I N, EMBEDMENT INTO SUBSTRATE. PLACE SCREWS 6- MAX rRow CORNERS t T.' CC MAX, BEINCTN Sr M AS REO'0. ADIACE%T TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAA ALLOWABLE SHIM STACK TO BE 1/.'. WINDOW FRAME MATERIAL: ALUMIN UM ALLOT 5063 6) USE LATEX CAULK B_NINO —ENTII FIN AT HEAD. SILL f KmBS. 7) USE LATER CAULK FOR FERR.ETER SEAb AROUNO EXTERIOR Or WINDOW FLAHCE. e) CLASS TwdcNESS MAY vART PER THE REoutREMENTS OF ASTM E1300 CLASS CHARTS. QAnnC (TTP.) S) BOLDWNDOARouNO CLPWED PORTION Or WNW. FRAME TO BE SEE NOTES ENGINEEREDBTETHERS. Rao DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELT TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. a IS NOT WENDED TO LIMIT USE Or THIS PRODUCT TO THESE TWO CONFICURATONS THIS SHEET APPLIES TO ALL CONFCURAT04 THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIRED PICTURE WINDOW RAYING STSTEM. CENTRAL. FLORIDA B. 0. A. F. MANUFACTURER NAME: c Fti/E/441. A4(,A4AA/i1M MASTER FILE # 02 j+ mmoo. EITH { MNOOW EIGHTI/.' MAX. SHIN SPACE 1 SHIM AS REO'D SEE NOTES ELEVATION VIEWED FROM EXTERIOR 1' mM. E FRAMING EMBEDMENT BT OTHERS SECTION t 1 _ . 3-- MAI. G{T S W SRACE Two By FIT S aC0'D BT oiN[I++ IRSN TYPE LAMEy-s T---1 I. MIN . EMBEDMENT ' SNEATMG BT OTHERS CAULK BENRIO FIX ERTQ00R FINISH By OTHM C1IIElOR F6 INSTALLATION ANCHOR SCREW (TvP.) WINOOw WROTHGACAWByVPERMETtROTHERS eT07HCRSSECTION 2 I-. WINDOW NOT. 0 O MNmM f1l F HEIGHTV2 1 ELEVATION VIEWED FROM EXTERIOR r L CAULK BETWEEN MOOD BUCK !MASONRY OPEK * BY OTNERS ONE BY ROOD BUCK BY OTHER CAULK BETWEEN wNDOW QRANGE ! ROOD BUCK MACRETE OR ASONNRY OPPENwG a BT OTHER EXTERIOR rmsH I BY OTHER / PERIMETER CALRx J BY OTHER RANGE IMAM/ AG R RAMIE E NEAGER M EXTERIOR HEIGHTFLANGE TYPO N Moor rRAM[SILL PERIMETER CAULK BY OTHER ONE By MOOD BVCK BY OTHER INSTALLATION ANCHOR BUCK WIDTH E1rBEUMCNT 3/16• DIA TAPCOM FLANGE TYPE 1/tU'", M AS REDID. AS WINDOW FRAME SPE NOTES) ES) 5[E NOTES) SEEJAMB CONCRETE OR ASOTHE OPENING 1 1/4' MI N.EY OTHER ENBEOUCNT INSTALLATION ANCHOR 3/ 16' CIA. TAPCON PERIMETER CBT OTHERSCAULKBETWEEMwot. M000 BUCKmDOW MASO101YDPEMwGSPACE MAx. BY DINERS EXTERIOR BY OTHER MOOQ Bl1CJ1 BUCK HEIGHTSECTION 2 ANCHOR ( rrP.) IN—\ J N WINDOW HEIGHT g / HEIGHT / 0 _ CAULK a IKt[ CASTTHER suBT OTTERSJ&PRE BEST SILL w1 IN fLKEM A f PRE CAST Al "IN VUIKEY ' SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT ROTES iINDOw 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 9BL. MAXwuIN ALLOWABLE SHIM STACK TD BE ,U ELEVATION E) ALLOWAWINDOW FR AMC MATERIAL: AL BE 1/4 ALLOT 6063 T BE 3) AITALChEO CAULK IKBSUBSSTTRAATEDOWWilmLvuLKKEM GE116EADADHESIVE CAOR APPROVED EOUAL VIEWED FROM EXTERIOR APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAO 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER -SEAL AROUND EXTERIOR OF WINDOW RANGE 6) CLASS THICKNESS MAY VARY PER THE REOIIItEMENTS OF ASTM E13W CLASS CHART SINGLE GLASS IS SHOWN. INSULATING CLASS IS ALSO OJAL61ED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SUDER IS SHOWN. THUS PRINT ALSO APPLIES TO THE 15L0 SERIES MODIFIED SLIDER INSULATING CLASS B) ORAIIINC APPLIES TO INSTALLATION OF FLANGE FRAME WNDOW N CONCRETE OR MASONRY OPEMNC USE 3/1{" OA 1APCd AMCHOII OF SMRNCEHT LENGTH TO PRONOE Mw 1-1/A EMBEDMENT MID SUBSTRATE LO[A TxTN SWORN ON CHART. S)) SEE ELEVADOKS FOR KEY 10 TA CON LOCATIONS, 10) INST. 0 ..S OF SUFY CIENT LENGTH TO PROVIDE 3/4" MM EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSIALLATION HO—AR ES ERETCOISAREREOD. 11) IF EXACT wNDOW SIZE IS NOT LISTEO.N ANCHOR CHART, USE ANCHOR OUM117Y LISTED WIN NEXT LARGER LEE. f4 COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHAR WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 MA A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 HA A,G 24 x 48 40 40 H.K A,G 36 x 12 40 85 HA A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 X 55 40 40 1 H.K A B F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H.K A,B,F.G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H.K A,B.F,G 72 x 12 40 70 H,K A.G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H.K A.B.F.G 72 x 55 40 40 H,K B,C.D.F,G CENTRAL FLORMA H. O. A. F. MANUFACTURER NAME: F iE, 4,1-L ,4 t/rf[ ILV T RASTER FRNE # $ DAl[ GA. NAM[ 3/20102 I cTN0027 yHl ti a.Ir r,INMN D1. - MNf _ Hr Pm - r 4 SNEATHINC CAULK BETwEEN FIN SHEATHING 2 x FRAMING By OTHER SNEA"NC 81 OTHER BY OTHERS CAULK BETWEEN iS SCREW •NSTALA TION 1" MIN j EMBEDMENT 1/. MAX SHEATHING fl FIN 5Hw A9 REpD SHIM SPACE BY OTHERS ANCHOR (TYP.) 2 x FRAMING SEE NOTES) Ex ILRICR FLUSH ET OiNERS FIN TYPEByOTHERS IN wH00w FRAME ERIMETER CAULK r1/4 MA)' EMBEDMENT JAMB 8Y OTHER S;aM SPACE T 6 SCREW INSTALATION FIV Tr:E ANCHOR (TYP.) wNDC'a HIM AS REO'D FRAME HEADER SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW ExTERiO PERIMETER CAULK HEIGHT BT OTNERS rXTERIQR TYPE FINjzs, y SECTION 2 61A1L(TYP) EOUAIIY SPAR 6 MAX.(TYP) ANCHORS ( TYPCLhEJAMBS).a KRIME HER CAULKf L• 1/4" MAX BY OTHER SHIM SPACE 8 SCREW ' SHIM AS ES) INSTALAnON ( SEE NoTEs) WINDOW ANC1.OR (TYP.) 2 X FRAMING HEIGHT BY OTHERS E x TEi:OR F:NIS- ET 0-HERS CAULK 'BETWEEN WINDOW FIN k SHEA"-UNG SHEATHING 3T C-HER I" MIN. EMBEDMENT SECTION 1 GE:SRA- NOTES: 1) SAL' AS REC'D. ADJACENT TO EACH INSTALLA'IOA ANCHOR ATM LOAD eEARING SHIM MAX ALLOWABLE SHIM STACY TO eE 1/4'. 2) W:.30W FRAME MATERIAL ALLOT 60153 3) UE: LATEX CAULK BEHIND WINDOW FIN AT HEAD ,91JL ! JAMBS. 4) US: LATEX CAULK FOR PERIMETER SEAL ARC:NO EXTERIOR OF WINDOW FFAME. S) G:4SS THICKNESS MAT VARY PER THE REOLR=EMENTS OF ASTM E13M SnaE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. R) OPI4ING APPLES TO MSl.LLATKM OF F1N FPAMC rrF3r w r00D rRAMC OPEC r"- Txq 8T w'J00 STUDS USING (" IN bA NA _S :R PS SCACwS D< SUTTIOENT LEN,- TO PP -VIDE MIN EMBEDMENT .70 Su'-STA . 77 IF Ea CT vON31w SZE 1S N07 LISTED r4 CHART. .,SE aCHOR OUANTITr LISTED WITH LARGER SZC. 6) ff•.:RAL AUIUNUfS 1150 SERIES HOPIZONT AL A• 3E- .5 SHOtn, THIS PRINT ALSO AG: -'ES TO T. 1960 WSULATIHC CLASS HCRlZOI•.AL SLIDER SERIES, COMPARATIVE ANALYSIS h ANCHOP. CUANTITY CHART WINDOW SIZE DESIGN PRESSURE 8 SCREWS READ 099 NAGS REDID. INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB h SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 1 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 X 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 It 36 40 40 4 2- 7 1 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 1 4 1 3 1 7 1 5 2 t.ENTRAL FLORIDA B. O. A. p . 1 MANUACTURIER NAVE: ANCHOR (TYP.) 4%JVCT i>- V,-1-I IV-1 t- 2i OC. ' 7Ax.(TYP) MASHER FE # 'AWINDOWWIOHT il" qAr ELEVATION wEWED FROM EXTERIOR''- s f 1Ig1 x. N4+T u.a.+.. n lmt.rn r. ntoa•fli. n 71YI INSTALLATION DRAWING w000 FRAME STRUCTURE SERIES 1150 /1960 mCOMO HORIZONTAL SLIDER DwH C••aD L"ALL j( J BB N/A O f •.LG• R+LA DATE DRH N1Mx11 103/11/02 GEN-002! N••ap 4..•9!.' CD•Y4h mw y.•L ap.r • Yl :Y •H•'•• J.naa• l]l•1 ti+t 1•L.^, YfA f ..• iKR C-tIM DWG N0: GEN70452 GA d MULLION II I DIE NO. 1445 I II I I II I INSTALLATION I I I I MULLION I I IANCHORANCHOR I MULLION vq TYP.) BRACKET ANCHOR r. INSTALLATION BRACKET - CENTR.AL FLORA '' ANCHOR MAMNAC'TUR.ER NHS (TYP.) FRAME I JDAMB S'TER FEL # 4 o v v v ° SEE NOTES TYP.) ##8 SELF TAPPING a ° a a a o #/ 2 & #3 SMS (TYP.) o o ° --— SUBSTRATE MULLION DIE NO. 1445 SECTION A- A Ll EXTERIOR If. ELEVATION SECTION B- B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #/10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE- FIN VERTICAL MULLION INSTALLATION DETAILiL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: - - - - ORN: JS APRVD - - - - DATE: 3/1 % O2 w ---- MATL DWG NO: WT FT: SCALE. HALF GEN-0452 PREPARED Br. PRODUCT TED/NQDGY CORP.. 250 INTERNATIONAL PKrT, NEATNROW FLORIDA 32745 PNOM 407-E05-0385 FAX 407-805-0356 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. 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 #1445 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 MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 8054365/ FAX 407 805-0366 CA020039 12Jan-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCAnON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020122 HEATHROW, FLORIDA 32746 FEB. 19.2002 PHONE 407 805MW I FAX 407 805-0366 02-0217 Afz A M r( GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCA17ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 805MW CA020123 FEB. 19, 2002 02-0217 DWG NO: J-0451 MULLION ANCHOR BRACKET INSTALLATION ANCHOR TYP.) WINDOW FRAME JAMB TYP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A -A A B-71 A a MULLION ANCHOR BRACKET c ° v a a c SUBSTRATE M`JLLION Dot N0. 1446 INSTALLATION ANCHOR TYP.) v ° ° SEE NOTES a o # 2 & #3 1-7/8" SECTION B-B FLORIDACENTRALB. 0. A. F. . s: v MANUFACTURERaNUY' ACTjR NL7L JLjEXTERIORELEVATION - NERA 4/ VM NUM MASTER FILE # 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM G OR P ... 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 DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: DRN: JS AaRw: — — DATE: 3/17/•C_ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. WT/FT: SCALE: ---- MAIL: HALF DWG NO GEN n.... •.e -[ ln7_aA5-OLS FAX 4V-er5-0.?4 PRLPAR:p HT: YRVWLI ILLnn- lllnr.. .^••... ••^ SMIM AS RE'0'D SHEATHING cSEE•NOTESU IY OTHERS CALiK BETWEEN DOCK , AWE L SHEATHING INSiALLATIEYI ANC.CR t8 SCREV TVO BY WOOD By OTHERS vl 1/A' MAX. SHIM SPACE DOOR VIDTM SLIDING GLASS C= rRAME JAMS MIN. EnBEDNNT TEHPERED CLASS STUCCO (TIP. OR SIDING IY OTHERS SuoING CLASS DOOR rRAME PERIMETER HEAD CAULK IT OTHERS PERIMETER CAULK IT TEMPERED OTHERS I GLASS (TYPJ 1 1 :s. = • ',T' /„AA. %RAi S . DOORHEIGHT SECTION B-B Lo !DA uyD ERS j it Huu SLIDING GLASS O(aR _rRLL . SILL D MAX. SHIM SPACE TVO fY V00D 1-1/8 HIM l— IY OTHERS SLIDING CLASS DOOR SHIM AS REO'D. NOOK STRIP SEE NOTES) INSTALLATION ANCHOR A8 SCREV CAULK BETWEEN DOOR rLANGE L SHEATHING ro - iNSTALLATION "CMCR 8 SCREW TVO IT VOOD IT OTHERS CALL% IETVCEM KOM STRIP L SNEATMING d•J SHEATHING 17/ BT pTlcRs SHEATHING BY OTHERS 7CMPCRED GLASS STUCCO TYPJ STUCCO OR SIDING OR SIDING BY OTHERS 9Y OTHERS SLIDING CLASS DOOR INTERLOCK HOOK STRIP DETAIL 1-1/8' MIN. EMBEDMENT 1 "rEALAL• ALUNIPAw ALLDT ADSl ZN A pS1 ST.LLATIEA. SCAEVS PART SE Or fr2¢Nt LEGTM TO .CLICK M. EPIEDICA or I-I/A• p10 VWD TAPCD. I"t L.SIALLAtto. AAc.= AT SILL PAT K Or SICr, CRNT LEK.tM "I ACMtCv[ KK Citra COT ErI-V.• WD "SOH1T ClCOCKTL D L.STKL.T"'. A. -.00 C. "T O. RAOQ ? T.CS S.W. 1 UK STL,,XmEED ACRYLIC CAULK KMpO EEXp rL-GE At ,CAD L Y IL S> THE SLLICC.IZ ll A[ATLIC CA1A.K ra PCRt"Ef" TEAL An"D EKTEAIDA Or MM N IF EAKT DC> SIZE IS ma? LISTED p AA," CMAKT. USE .K,OI O1 TITT LISTED VI,•. MEET LAXGC* tat. r0 TK AP A?AI.:L DESIG PACSSUR R[0'6 T, TOI PGOrer WEIR SIKS USE CLDSCTT &TPA%$ Dml SITE L CDCICAArm. TD rSPgswa VAU,f. RAQ tMSTALLA1101. AAOQIS. LWrrGPI or ,Oa STRIP AS VGO AI CLASS T..rc%Kst WART PC K RtOAR[KATS Q AST.. CI300 GLASS SWATS 11 WER UDT IS APPAOvEO VStmG IE.f[K[D GL.SZ I. SINXE GL.KO ON L.WIDC, GJRS IMAAA.t / TILL CpDCRS ARE TD K .CALED WITH A f.•All jatnt U- SEALCM III SMp AS R[0•D AT EA SET (: IMS:ALLAIID. A.C-OM HAA ALLOVAALE Alp STAB t0 K 1I4•. 111 ALL t IALL•TID• AKIQS W. K rR Q CRCP S C. RESISTANT n.T[AIALS 11, CWIGIw.TLE)d C I f TED a AKwI i 01 L.C. Gui.Diti S tiA•c"co EXTERIOR ELEVATION 1. 1 AD1 ALL CJCVARATONS LIf T'D AIOv! AAE LOW.. DM I. DA ftw of OVLV&P I.R:ALVTTON E- BEDKCTIDMZ •.-.• •1- 1• A Imr STRv YTALL AIPLT TO INTT.LLArtD+ O< ALL AMROV[R e coCIw. TIo. i 1-1/ A' M!It IL rLSAIW UtAuO[ItZ WD SERIESAiDDf, L GLASS D(O1 is OVM 7NSS PRpT ALfO Alrffi Ili 2 PANEL DOOR SMOVM E® SRRS AND SDD SEAIEL O , A o I LIBERALLY APPLY 7 CAULKING V4DCR SILL 02 SLT SILL. IN BED !NSTALLATICM ANC:,C2 I or C:NC: ETE D/IS' DU. IAPCOM Itl//I SECTION A - A FE 12092 DESCRIPTION DATE I INI F L O R ID A INTRINC.RS SANFORD FL. 11TE: SLIDING GLASS DOOR INSTALLATION WITH 8 SCREWS DPAWN BY:53 1APPROVED BY: SCALE: Nir ID+ G -FLEW: S: : 0 8 SCREW INSTALLATION ANCHOR .CHART.. DOOR QUANTITIES IN HEAD b SILL OUANTITIES IN EA. JAMB (QUANTITIES IN EA. HOOK STRIPNOMINALDOOR UP 70 46 FSF TO 61 PSF 70 I UP Tp 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO PSF 70 PSF SIZE AND SIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 4068 xx, Ox. x0 48 x 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 < 5068 Xx. Ox. x0 60 x BO 6 6 6 8 8 8 4 4 4 6068 xx. Ox, x0 72 x 80 8 8 8 8 8 8 4 4 4 8068 Xx. Ox. X0 96 X 80 10 IO 10 8 8 8 4 4 4 1006 xx OX x0 XX. Ox, x0 120 X 80 60 X 96' 6 6 6 10 10 10 5 5 5.- 55080 6080 xx. Ox, x0 72.x 96 8 8 8 10 10 10 10 10 10 5 5 5 5 5 8o80 xx. OX, x0 96 X 96 10 t0 10 10 10 10' 5 5 5 0 8 xx x xn 120 X 96 12 12 12 6 6 6 50100 xx. Ox, x0I 60 x 120 6 6 6 12 12 12 6 6 7 60100 xx; Ox, xO 72 x 120 8 8 8 12 12 12 6 . 7 8 x x x 96 x 120 8 8 8 4 4 4 0068 OXO 09 1/8 x 60 12- 12 12 8 4 4 4 12068 OXO 145 1/8 X 80 14. I 14 14 8 8 8 8 4 4 4 15068 0x0 181 1/8 X 80 I6: 16 6 8 9080 OXO 10 1/ X 12 12 12 10 0 0 10 1 IO 5 5 5 12080 Ox0 145 1/8 X .96 x 14 14 14 10 t0 10 5 5 5 15080 Ox0 181 1/8 96 12 12 12 5 7 8 90100 OX0 log i/8 x 120 12 12 12 12 12 5 7 8 120100 Ox0 t45 !/8 7( 120 4 4 4 12 8 4 4 4 906E xxx 106 5/8 x 80 12' 12 12 8 4 12068xxx1425/8 X 80 14 14 14 8 8 8 4 15068 xxx 178 5/8 x 80 10 10 0 5 5 5 x 106 5/8 x 96F12 12 12 10 10 5 5 5 XX 142 5/8 x 96 14 14 10 10 10 10 5 5 5 xx 178 5/8 X 96 1 67xx Xx1065/8 x 12Q 12 12 4 1 12 1 12 12 6 7XO 12080xa 142 5/8 x 120 e 8 8 8 4 4 4 119 5/8 x 80 12 12 8 844 a XO 143 5/8 x 80 l4 14 8 8 8 4 4 4 XO- 191 5/8 x 80 i8 18 8 x xO 143 5/8 x 96 l2 le t2 14 12 I1410 l0 10 n 5 5 5 c 5 5 15080 Xx0 I l it a/ts x ')b I 113 1 1C 10 lr i" 1- b l00100 0XX0 II. / x i 2 12 12 12 l2 l2 6 7 8 i1201000xx011435/8 X 120 I 14 I 14 I 14 I 12 l2 2 5 7 8 t6p100 OxxO 19l 5/8 X 120 IE tE tS 4 4 XXXX 12068 xxxx 141 1/4 x 80 118912 t4 I12 I 14 12 14 0 I\ 8 8 8 4 4 4 4 4 1606E xxxx I/+ X EO t6 16 16 8 8 8 4 10080 xxxx I1 1/4 x b 2 12' 12 t0 l0 II !0 I `- 12D80xxxxIt+1 1/4 x 56 I 14 1+ I1614 IO 10 0 5 5 5 ISOEO xxxx 189 1/4 X 96 16 16I t2 I 5 i00tG0 xxxx II 1/4 x 0 12 12 12 12 I 7 8 120! 00 xxxx l+l I/a X !20 14 It+ I< II a 12 7 oC1o0 XXXX 185 1/4 X !20 1; 16 19 1/ ANC; C NCF=S' Ln yGSn" C• :r=NINC V/iy'r B f JL•-_ BU"< US. CAME IC-G1:Ja FLORIDA EXTRUDERS INT. IN. SANPDFD. '%L• ss SLIDING GLASS DCUR INSTALLATION ' 1i' `"e SC:iEVS CONCRETE OR SHIM AS PEV'D _ MASON;, OPENING ESE- USIES) BY C--:Zs CAULK BETWEEN DOOR rLANGE L VOO. DUCK CAULK 3ETVEEN PERIHL"TER FOOD BECK L MS'Y. OPENING CAULK IT IY OTHERS07KLLR51 STUCCO byDTM;Rs INSTALLATION ANCHOR 8 8 SCREW CIYP. vMERE — 1APCONS ARE NOT REO•DJ SLIDING GLASS DOD+ rRANE SILL D .'I . u d 1UI d INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATIDN ANCHOR B SCREW OYP. WHERE ONE By WOOD TAPCDNS ARE NOT REO•D.) FUCK IT OTHERS f1 1/4• Mi N. EHICDHENT SLIDING GLASS DOOR FRAME JAMB C F1/ 6• MAX. SHIM SPACE SLIDING GLASS Dow FRAME HEAD TEMPEREDGLASS (TYPJ DOOR HEIGHT D EM!EDMENT A 1-1/4' Mtn d D A D LIBERALLY APPLY CAULKING UNDER SILL OR SET SiLL IN ?EO INSTALLATION ANCHOR Or CONCRETE 3/16' DIA. IAPCON crrTTFlni A _A 0 F 1/.' MAX. SHIM SPACE 1 1/6' HIM. LMBEDKENT ONE BY WOOD I BUCK SY OTHERS CAULK BETWEEN G WOOD BUCK L NAS'T, OPENING By OTHERS SHIM AS REO'D. SCE NOTES) 4 INSTALLATION ANCHOR 3/16' DIA. TAPCON TEMPERED GLASSJ p CAULK BETWEEN TIP.) DOOR FLANGE t WOOD DUCT( PERIMETER CAULK DT THOTHERSERS I CONCRETE OR nASONRY OPENING f— S.CA v10TM DT OTHERS CONCRETE OR MASDMRT OPENING BY OTHERS INSTALLATION ANCHOR CAULK DETVECN 3/16' CIA. TAPCON WOOD DUCK L MAS-Y. OPENING BT OTHERS G CAULK DCTVEEN SLIDING GLASS DOOR HOOK S7RIP L HOOK STRIP WOOD SUCK V 1 1-1/A• MIN. EMEEDMENT V 1 G 1 DT WOOD RS WCK Dr OTHERS STUCCO 7 By OTHERS J%AMMA, B.O.A.F.TCHPCRED CLASSJSECTIONB'ACTURER j, ( TYPJ 17 v T •— - Q INTEIR G GLASS D[DR Y '4- InTC%OCK MASTER F]LE # AIR HOOK STRIP DETAIL N POOR MYERIAL. ALwNUN ALLOT U61 L) 7A/CCM 1m INS7ALLAYMN ANCHORS R51 K Or S1lrIC1EM LENGTH TO AC.MlE NIN CN DNEW Or 1-1/4' INTO HALOPT a COCRETC. D ALiCRMTC IAPCON INSIALLAIION ANCHOS rRd7 TD INCA IN ALL rRAMC NCK3M HONI.PCAHOO CNAR7 ON D.C. O' THIS THCCI. L USE StLICDCCALLAMI EED ACRTL¢ KMD mm rLAKE Al HEAD L JANIL 63 YSC SILICCM ZED ACRn IC CAUL[ TOR PERiM TCR SEAL AROUND EL7ERIOR Or ®L 7) IF C.KI OM SIZE IS NOT LISTED IN ANCHORCMR1• UKK AHOR OUARIITTLISTED VITN NEXT GEra LARGER SITE. THEAMRomuallOCSICA PROSAIC REWL U ran Pomi Dmt SIRES USE CLOSEST In.St WON SIZE L COEIOIA110. 10'04SHCD OCHIHG PLACE TAPC9rS. IN rtOTT or MOOR STq AS DQWX fI GLASS INIC" SS MAT VARI CR REOUIREMCNS OrASIM C1Sm GLASS CMARIL IoH ALL rACTORT APKMD 14GLES NOY DCSIGAATED rem TAACO. ANCHO SHOULD K rILLED VITH AD SCREWS Or SurrICIENT LENGTH IG P1mVIDE MIX S/I' ENKOEMT IHTO VOCD IUCC IA TOUTT IS APPROVED USIMG TENPCRED GLASS IN SINGLE GLAZED OR IMt. .ID6 GLASL IL) JNMI / SRL COP CAS ARE TO BE SEALED VIIM A SHALL -0INT SEAM SEALEL ID) SHIN AS REO. O AT CA SET 7 I'SIALLATIO NCNOL — ALLOWALE SHIN STACK TO K 1/.'. IN) ALL INSTALLATION ANEHOTS MUST K -ccor QRtOSION tCS:S1AM1 MTERIALS. ISM VHCRE •.' KPRCSCHIS NOWDy ' Or -0 ' REPRESENTS rIrED PANEL ^PPROVCD COW IGUTA TIOld ARE AS LISTED 0. ANCHOR CNARl ON INK O YHIS SNECt. 16) 101 ALL CDEIGURAIIONS LISTED ACOVE ARE SNQVN ON THIS DRAWING. HOVEVER INSTALLATION EXTERIOR ELEVATION SECTIONS 'A-.'.' 1-1- L H OK STRIP PCIAL APPLI TO INSTALLATION OF ALL APPROVED 2 PANEL ODOR SHOWNCO C./AT IONS. 17, IMSIAtL OE IYCDNDNEACHPAPor Two" APPLIED IM-TALLAIM. HOLES UNLESS H07CO OTHCRVIEC ON ANCHOR CHART. SCE IACA Or INIS SHEET. II) FLORID. CA IRUDCRS IDoo SCRICS SLIDIMG GLASS DOW IS DC— THIS PRINT ALSO APFUES TO LORD SCRICS .ND Soo SERIEL REVI DESCRIPTION DATE IN] EXTRUDERS 4. F- L O PI D A INT. INC. SANFOP.D TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS 11 I I DRAWN BY: 99 APPP.OVED BY: nr. I I I H.G,•(•.Inr c/n: le.•.Hr. VT(' nu,• _ N-rWnn7N TAPCON ANCHOR CHART NOMINAL DOOR DOOR OUANTITIES IN HEAD 6 SILL QUANTITIES IN EA. JAMB QUANTITIES 1N EA. HOOK STRIP SIZE AND SIZE UP TO i6 PSF TO 61 PSF TO UP TO i6 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSf TO CONFIGURATION 45 PSf 60 PSF 70 PSF ' 45 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 5068 xx. Ox, xO 60 x 80 3 3 3 4 4 4 3 4 4 6068 xx, Ox. x0 72 x 80 4 4 4 4 4 a 3 5 8068 XX, x. x0 96 x 80 5 5 5 4 4 4 3" 4 5 0068 xx Ox XO 120 x 80 6 6 7 ) 4 4 4 3 4 5 5080 xX. Ox, xO 60 x 96 3 3 5 5 4 5 6 6080 xx, Ox, x0• 72 x 96 4 4 4 5 5 5 i 5 6 8080 XX, Ox, XO 96 x 96 5 5 5 5 5 5 4 6 6 xx x x 120 x 96 6 7 5 5 5 4 6 6 ENEENE0 xx, Ox, x0 60 x 120 3 3 3 6 6 6 5 6 7 60100 xx, Ox, XO 72 X 120 4 4 4 6 6 6 6 7 8 x X0 96 X 120 5 In A 6 6 7 (DI) 6 8 9 QQjQLxx 9068 Ox0 109 1/8 x BO 5 5 6 4 4 4 3 4 5 12069 Ox0 145 1/8 x 80 7 17 9 cD2) 4 4 4 3 4 5 5068 Ox(3 81 1/8 x 80 8 4 4 4 3 4 5 9080 ORO 12080 Ox0 109 1/8 x 96 145 1/8 x 96 7 5" 8 6 5 5.. 5 15 4 6 6 5080 OxO 181 1/8 x 96 8 5 5 5 4 6 6 90100 OXO 109 1/8 x 120 5 6,;.. 6-,., iS>41?:L Di) 6 8 10 120100 OXO 145 1/8 x 120 7 6 6 7 (DI) 6 8 10 9068 xxx 106 /8 x 80 5:: _,. i 4 4 A 3 4 12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 . 4 4' 3 4 5 xxx 178 5/8 X 80 8 1 4 4 3 4 5 9080 xxx 106 5/8 x 96 5 5 6 5 5 5 4 6 6 12080 xxx 142 5/8 x 96 7 8 (D1) 9 02) 5 5 5 4 6 6 15080 xxx 178 5/8 x 96 8 11 ) 13 5 5 5 4 6 6 90100 xxx lUb w ts X 120 5 5 6 6I e I 10 xxx 142 5/8 x 120 7 q fn;q1 n gwii6 6 7 6 8 10 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 5 16068 OxxO 191 5/8 x 80 9 10 (DI) 12 CD3) 4 4 4 3 4 5 I d Uxxu z/e X 7b b• 6 7 (DI) b 12080 OXXO 143 5/8 x 56 17 8 (Di) 9 cD2) 5 5 15 a 6 I 6 16080 OxxO 191 5/8 x 96 9 ip ) 14 () 5 5 5 4 6 6 100100 ORRO 11/ x 12 6 7 (D1) DI 6 6 IO 120100 OXXO 143 5/8 x 120 7 9 (D2) I 10 03) I 6 6I 7 (DI) I 6I 8 l0 160100 OxxO 191 5/8 x 120 10 (DI) 13 04) 16 (D7) 6 6 7 (DI) 6 8 10 I I16068xxxx1891/4 X 80 9 (DI) 0 (D2) 12 DD4) 4 4 4 3 4 5 10080 xxxx 11 1/4 x b 6 7 (Dl) 4 12080 xxr•x - 1141 1/4 x 96 7 8 (D1) S cD2) 1 I 5 I 5 15 4 I 6 I 6 16080 xxxx 189 1/4 x 96 9 CDl) 12 T 4) a> 5 5 5 100100 xxxx 11 I/4 X 120 6 7 <01) c u 6 1_0!00 xxxx I 141 /4 x 120 76 ID1). l0 (D3> 6 6 i cDl) 6 I 81 160100 xxxx 189 1/4 x 20 0 (D2) 13 Q5) 15 C!3 6 6 7 (ul) FE 2 „ro FC 2 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO•D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. -D1' THRU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE REO' D. 2) -DI' MEANS, INSTALL TV() TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) -D2' MEANS, INSTALL TWO TAPCONS IN 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 1N 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 IN 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 1N 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 NEAR HEAD L SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A L B. F L a R 1 D A INT. RINC. EXTRUDERS SANFOiD. FL. y SLIDING GLASS DOOR TAPCON GLASS CHART 5=:.•[ CIVIL S,_' N.TS ti. . • _ ii lL :.[ fit. : i G k sd GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES 26.500 30.500 37.000 48.000 53.125 WDw WTH. > WDW. HGT. V 19.125 705 705 705 705 705 26.000 758 243 229 220 219 219 38.375 293 109 101 91 85 85 50.625 138 85 78 70 63 62 54.625 108 80 73 65 59 58 55.625 102 69 45 53 48 43 37 36 63.000 34 31 27 23 22 72.000 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN: 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 vq FLANGE VERTICAL P.W. SIZES WDW. 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 MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 r MULLION ANCHOR BRACKETFOW ILL YP.) WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR TYP.) 8 SELF .TAPPING SMS (TYP.) MULLION DIE NO. 1447 jPf PR ACTUR ER NAME SEE NOTES 2 & #3 IV D MULLION DIE NO. 1447 FILE # 6 SECTION r ai v v B-B v DWG NO: GEN-0453 INSTALLATION ANCHOR TYP.) SUBSTRATE SECTION A -A NOTES: 11 MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, EXTERIOR WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 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 010 SCREWS 3 OF SUFFICIENT- LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT 'IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP.- CARROLLTON, TEXAS J .r':;•:;;: : ` TITLE, FIN H RIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE N0. 1447 t ? .. n ' ' AREA, ---- DRTb BB APRvD __-- DATE 3/17/02ELEVATION.." ° vT/PTA SCALE HALF ""TL---- ° WG ND GEN-0453 r" fi FIiCyARCp.VT PFXMT TECw000T CORP.. 2% INTERIUTIDUL PKWT.. IWATNROv 7LDil DA 32746 ROW 407-00}0 3 fix 407-BOS-03K 6A 11 GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULLSPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON •Y• AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION 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 407 805-03651 FAX 407 805-0366 CA020040 12Jan-2002 01-1201 D'NG r10: d-0450 INSTALLATION A fl nR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) v ° ° SEE NOTES a o # 2&#3 SUBSTRATE A A SECTION B-B B CENTRAL FLORIDA B. C. Ao Fo , - B —J UFAcT ILRNAME; EXTERIOR ELEVATION r NOTES: MASTERFE2 # 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1448, WHEN USED TO MULL SINGLE HUNG _AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.' SIDE. CARROLLTON.* TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. I ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA. ---- DRN: JS APRvO: ---- OATE: Z/17/L Q FRAMING. WT/FT: _ _ - - SCALE: HALF MAIL: - - - - DwG NO: GEr.-r:50 MULLION ANCHOR BRACKET PREPPED 87: PRODUCT TECHNOLOC* CORP., 250 IN7ERNA:iON.Ay PKr . MEATHROW. FLORIDA 3:746 PONE 407-605-0365 FAX 407-!:5-C:!' GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 44- 1vt FIN VERTICAL S.H. SIZES 18.000 24.000 30.000 736.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 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 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805MW I FAX 407 805 MM CA020037 JAN.11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q z?/. FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11. 02 01-1201 4 IN MIS 1. TESTED IN A NiI WITH STANDARD BUILDING CODE. CHAPTER 17. TO A POSITIVE 1 AND NECAT I VE 32.5 PSF. 1 2. DASH HAWIS RU*VSDNT YARIQS SECTION IEHOAS. 3. FOR SECTION 7• Hi OH DOM 9-CM- f' HI04 COOLS HAVE rlvE SEC 110N5. 4. SECTION /E ICM OF 20.a12, 19.00 a 16.75 ARE AVAIIABLE APO WAY BE CHLSEDINC0.61NATION TO ACHIEVE VARIOUS HE. VARIOUS 1041 OOQS. S. Dmos%oa PA I TERN OF t4.50 X 20.375 947fN. ALTERNATE PATTDVG OF 12.50 X 43.375 AND 12.50 X 20.375 UAT BE USED. TOLSIQ4 SPRIA= SH)M. EXTENSION SPRIKS AVAILABLE. 7. USE THIS BRAOIFT, REF. PM 405964-0002, CN a• HION D00R5 ONL T. S. WINDOW MAT BE INSTALLED IN THE TOP SECTION OR THE SECTION MUDIATELT BELOW IHE IOP SECTION. 2'xX6'=N 2' 4• WOOD NAA6 OR EQUIVALENT M 405964-0001 1/4' TRACK BOLT 5 1 6 X t 3/4- S• REF LAG SCREW DETAIL SCALE: H6 r f. THE STAR PLACEADO ON MOOS COSTRNCTTD WITH 5 ON LOT£ SECTIONS LAUST BE m6151 EN1 WITH THE DOOR SHOW. foe STRUTS rcR.rlE ADDITIOIAL IHi rIrC E f NEW ,INEW,I SECTIONS ARE TO EE RACED AS S>CMN ON THE THIM SECTION. ER10. THE STRUT PLACIUNT DIMENSION ON ALL SECTIOIG LESS THAN 20.e12' hllb lBE/A,J RE11[E,D BY THE DIFFERDCE BETWEEN I E ACTUAL SECTION KIOa H 2O.612'. 11 SCREW PIN $05911-0001 IS A 114• DIA X 5/6• LOL TYPE AB HEX WAD LETAI SCREW eO 12. FQ)T TO BE INSTALLED ONLY WHEN HI04 WIND WARHINM ISSLED. 13 STRUT PLACEAO/TS CAN vART a3•. 14. QEMNII,T FOR L006 CAN BE 0. 1. OR-2. I•n TRACK I r N END HINGE 93J3 r 000 p" I Y VIEW •D-D' va• DSEI 2' tRAO( 049 T1K (VERT ICAL) SECTION 'C-C" 2• X 6. HOOD JA 9 2' X 4 • WOOD JA1,6 • D' —•T SCALE: 112 C6: EOUIVALD/T. IZONTAL TRAOL COUNTERBALANCE I u R . CP710,NAL SPLICE IN I . FRRIZOMAL TRACK AT 407665-0004 HOP OF RADIUS TYP04 2 PLCS4o4a2e-0000003 D• TVP 2 PLCS 7--{- 1 TYP 2 PLCS Ta1St II 405964-0Q02 a7 400550-ODQI HS- TIP13PLACES F1XTUM 1 i DEDIIPO PEIDa.. _ _-...---- 407505- 0002 046450- 0003 _ . .- --• --'- •-- ----- 404825-M3 lot - TTP.2 PLCS ow s. o0` 36.00 E ' B• STMOARD TRACK DETAIL FOR 16' 4057711-0001 I 404e2e- 0003 IF SCALE: V tY • t' SERIES 280 n4W 289 ARE EQUI VAL ENT COMSTRL.CT I M 25CA STEEL SERIES 180 ARE. SAC CPK'TRLCT ION AS SERIES 280 0NL Y 24CA STEEL AT• D ETD CAPS DOOR TESTED WAS 261 SERIES. i OOQN WIgTH CENTER ITIL DO STILE FOLIOg STRR''/SECT. ROLLER VDtTI fNr LLG$r) FAADWAUi£ tE' 3 SINGLE TES 2• X 7/19- 049• 100 STD.. OPTIONAL WINDOW DETAIL SCALE: 3/32 ONLY 16- 0' MAX. WIDTH — SCALE: III e'• 1' INTERIOR ELEVATION M HW.w .• 1 PO .w.I ION. Hw fn HHX1 IN •tr w i s~ii i DETAIL ' F' SCALE: 1/4 115' WIDEI tr STILE oe6630-0004.5.8 14 3PLCS) A' SEE NOTE4 L STRIn F I XTLIRE HIL. CE 41 I 3 I t 7/6• THIL E SECTION 'A -A' I SCALE: 114 F• ISOI_ O000 © DESIGW OAD 25 PSF ± 21. aa® 7•-0• sIOMNI TEST LOAD 37. 5 PSF ± MAX. HEIIiNT 4a•-01 os75 Araat r/ 4-5/16 X LAG SCREW 6.04 I I PM 409325-0001 PLATE.W1-V 1 1 I 1 O DOORSECT I ON A I o I 1 I I• 7' HIOH i DOOR y 2 7114 1 , 106 7H(. 2ff 13 070 MIN PM 401199-0001. TOP FIXTIRE ATTACH TO OOOR WITH 4 SCREMS PM e05911-0001 2 11 /32' j--•—'1 091 MIN••.y... 0 O 7 9iLfi O O 0 0 PM 405771-XXXX BOT. FIXTUM FOR 150/250/290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS PM 605911-0007 WIN 2.25 '• j`LENCTH . DOOR WIDTH - 1•j . 1/e I I I o 0 0 2 1T /t6• 1 J/ C2 D s/e• C2 . s/e MIN THX 1 PM 400650-)OOOL. ROLLED HS-X STRUT PART M A 3i IN.TIK STRL11 r^3' 400650-0001 .030 MS-1 400650-0004 .OSO HS-0 PM 061601-0000, SLIDE LOOC ASST REF* I ' 070 MIN , t} D 0 I I I I 3 3/15 2 9/32 O O O O O x o O S t/i•H 0 O S 7/e' O 0 O .070 MIN• . . 4. O 7/tj T— Goo .,06 MIN-4— . .10e MIN-4- 6.00 3 31`/16 O P M 405954 At 046450. BRAOCET. SCAB PIN 405964-0002. ERACKV. SCAB JOINT L PM 407503-0001, CENT& MINCE L S7EEl OOCLS PNtT.1aA601 •l• ATT STEEL L [ X)CR WITH PM 407603-XX70C, ENO. HINGE 405964-0001 3-1/4 I 4 SCREWS PM 005911-COOT RESIO. STEEL D00T5 046430-0003 4- S.OD--+ fxR i x 002 .95 4.56 S oW BWWT DETAILS PM 409331-MOO PLATE, FLOOR oo3 1.10 2.765 tS6 OIA 004 1' 1ET_ o0s 1.40 r r f F qe': ° + 4LG ATTA04TODOORN17H1.60 R I Q 4 SOE715 PM 605911-0001 L_T Y- 3.00- 375 DIA -4 E«.44 .44, - P/ N 404828-0003 ROLLER ASSY, TR-1 PM 50e069-0001 PIN TR-1 ROLLER LOAD: 50 1.89. MAX. P061ASSY SHXINr. FLOOR PLATE PM 409326-)000T POST ASS1.1 VERTICAL 4 HEAD 440379900 4--01 2.3 TER STILE STD ON 160 FRIES PM 408660-0004.5.6 -_ TOI.. REQ'D 0,260.SERt S-• - -•—• tr—. 1e7 3125 } M{ r2.50.1 To— 00 I D0 4. 00 375 DIA PM 605911-0001 OR 4 HOLES PM 605679-OOOICSELF-ORILLINCI''• P/ N 40ee76-0001 aF>;XRT r' •, PMw6e79-0001 LInEc SECTION 'G-G' •- LATE ITt• WIDE 0=41 j* g=* jZt_F= 7-A39335 MANUFACTURER Nam: r L THERMA o TRU CLASSIC CRAFT' INSWNG IO SF4 E AND DOUBLE V" W,1OUT Sm frL-. MU ATM F ERD11" DOOR WITH WOOD FRAM 1. TIdS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAM1-DADE COUNTY- 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SMALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSM OR STUCCO. 4. DESK --D PRESSURE RATING SEE TABLE PACE I. 5. THIS I'RODucT DOES NOT MEET THE WATER REOIAREA4ENT5 FOR NIANI-D4DE COUNTY. 6. Lt" -DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REOULRED. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RE$IDEMIAL INSUlA77D fIBE]tGIASS ODOR L NTIAI^ to a9 FD FI Dona torsi Door h Sidefile Leaf. Con trvcliom Fiberglass skin 0.127 mrnimUm thickness, SYC F min. a6,000 psi Fiberglass skin 0.070' minimum thickness. SMC with yefd strength Fy(min.)-6,OD0 psiPolyurethane ( loan core, mthl.9 fbs. density by BASF. yarel ddrl b caruiructed Irom o 0.127' Ihk sleet m eorr>po LICI The iderior i. filed with Is ft daalty BASF pd s Dgr e foam The panel fact sleet are hued to the wood slim, and rgjs The bfdl ad hifge d. on LW. or to The lrtdl stile Nio a y1r.-1p2,p6 4.09 s the kddl rddorearn., 71e lop Ord Dolton red one d o mod afnded cot winUedoubledooroppticotionIMnadn door 6 ftted ad!' o^ mrwed almis+n asfrogd of 6060-76 dby. Frvme Conslnniivle The frmre is constnrcied from Frger jointed. P9w .565" wide s 1.25 INd The header a *w to the Side jamb .dll (S 2S PM Sc+wws d wodr D. tfmfold is ** w to 0r side,p re s a s 2S PFN Sa.n d ade. The n.-roro on severed tageQrcbe o rppiavlm using s 2 Gbrrpp PfN Ilaod SaewJQ screws per each m iaL The :iU . an trn ig $odd* thredeid oe'ar+irg 5.75 s 1.548. SK to Lite - GA sire is 21.656' wide s 5&093 slaved6s13LagTekSummTheharmareseeded •M a com mfig (Dow 795) to sidekfe panel and to the gbm 9 e d= S1IC Lp. LAN with yw str, 011 rXi ink62m psi t ?vc Lip Litt with yku obvn r F( )=2145 psi - GA sue a 9d5 wide s tiSE/ Is l scs red w/(16) /a s 1.75 Plr:Fpa pan Need Saes The 1-ones we ceakd with sicone cad* (Dow 795) to srddfs paid and la the Om htegrd Flesh Oozed -- The sash h1ce to redHs fa ce drab .kith anm`ane mmorwd (o dms}a TABLE OF CONTENTS SNIFET / DESCRIPTION 35.75' MAX. PANEL WIDTH v 1 S ri a a: BOgo W N 9Nd F ILSNTN(' UNIT I 74 1- 105.,5 AUx. ww.cr-L rNrwc .. 36.625' MAX PANEL WIDTH W/ASTRAGA a. 11:869' ouD.LO. WIDTH i J m yi a i C wi iNAG d ro SEE DETAIL "A' SHEET 3 OVERALL FRAME WIDTH - ALL OOURLE W/SlUr Ll- INnnmr, -011 EWD AV r68.5' MAX. OVERALL FRAME THE INTERIOR C' uCL W f1:869' RACTTVEWIDTH u O1 J oc x Goa ISEE P ej O r. JI- DETAIL i1 SHEEr S I slhw PRESSURE RATING (WHERE WATER INFILTRATION REOV M£NT IS NEEDED) TYPE WITH OUT SURFACE BOLTS W/Np,LWB£R 0 ASTItACrLL WITH SURFACE BOLTS h MNIAMMB£R 9 ASiitAfAlr0E7SGNGLEi467.0 PSF - 67.0 PSF UBLE i 47.0 PSF - 47.0 PSF 4 65.0 PSF - 65.0 PSF INGLE & DOUBLE WITH 90L11fE5 47.0 PSF - 47.0 PSF 65.0 PSF - 65.0 PSF 9 rn 15.5" MAX. FRAME WIDTH O j F13.9375" MAX. SIDELITE WIDTH O co O. 7.125" MAX. D.L.O. O_ OD g O 1 WIDTH LIP LFfE 7.0 MAX. D.LO. 2 Z O N U) VIDTH INTEIRAL UTE La gOLUO 2 aOD M W co a 7 Y4H 15.5' MAX. FRAME WIDTH I 1 13.938' MAX. SIDELITE WIDTH 7.125" MAX. D.LO. WIDTH UP UTE 7.0" MAX D-LO. WIDTH INTERGRAL LO TAMS O.0 a13.684.3831 oaf: 11 8 stxa NTS MG. W. WLN 00L Or. RW aUwn6 MO.: S-2164 olm 1 OF 8 N 2 h x O u 7 ogo 6 x tZi0 W 28 x d INTEpQ mJ 1- WN. n i GLASS TT-0L - 0 29 n a a P t 1. 69' WN. a.r• . PANEL ITHK n . . Z m n F Z y 0& 4 PANEL THK. SEE GLAZING DETAILS SHEET 8)_ SEE HT.4 NOTE8S1 f2141 ' ---{ l .691' I n w INSWING SID in 31 BOTTOM BOOT 0. 09' EXTRUDED VINYL WALL o> N o 00 CDL- 8 : s oLAJ LL,JoQ LU c a 3Z Y O o ho c L_w a 8t3.G84- 3E31 L 11 8 01 NJL NTS a BY: WLN L W. RW c .D- 5-2164 at 2 or 8 1 4 J EXTERIOR 13 ,' e' INTERIOR 1 3 O ASTRAGAL Y Z y EXTERIO = EXTERIOR O> 2 o allo Z O n Li uZ LLJ Y 1NTERIO L.I O O O 3 a,d,, 3 45 S NOTE 3 a m SEE NOTE THIS SHEET Lu a 1 & 2 THIS SHEET DETAIL A• OPTIONAL AMMON OF SURFACE BOLT Z n 2O UED O m NN U i IuVW Dan0_w U bU48d d v 6 28 10 EE NOTE z 3 93i6 9 SHT.4 3 SEE NOTE toa 34 gVY o oo c 9 SHT.4 'n T"'rtz 16 17 34 iNTERIOR 613.684.3631 2HORIZ 3 O MULLION WE- 1 8 01 3 I NT I N NTS 1. THHEESURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE A ; HIGH PRESSURE RATING. In T I t "- °K er WLN 3 O SIDELRE i0 BUCK 2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM . 1 ::•t ax vc RW THE SIDELITE CROSS SECTION OF THE ACTIVE PANEL AT 2.5• CENTERLINE FROM THE LATCH STILE EDGE. _ r - ?,1 T, 'r'' o OR-wac low THE STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD ^. , , ,;, 1 ; 1 o 5-2164 3. WTTHTHESURFACE%BOLTS WERE ATTACHED TO THE ACTIVE PANEL :;,.:'• WITH (4) 10-24 SEX BOLTS. C 25 NAX. SHIM SPACE 1. 15" MIN. EMBED. 1$" MIN. C—SINK Yb V Ix 1 18 4 LATCH JAMB TO BUCK. NOTES: 1. THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE CLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR /8 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL To THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3 5. 18.25 54.0', 77.0' 90.25". 92.257. & 9425 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5" PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WTTH 2) 18 x 2.5 PFH WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB. FROM THE TOP DOWN AT 6.0". 23.0", 40.07. 57.0 74.0" h 90.5' .THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL. 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 17" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 110 x 1 314' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE 110 x 1 3/4' SCREW. e. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' OUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I' x 0.04" DIA WIRE BRADS AT 2' ronu FArw FND A MAX. OF 12 O.C. SEE NOTE 5 SHT. 4 SEE NOTE 1 SHT.4 O-O- v 00 O 000 cz5V to 34 w 1oa 34 o SHT. 5 SEE NOTE 1. 15' MIN. EMBED. 15" MIN. C-SINK 2 HINGE JAMB TO BUCK. 4 NOTE 6 EXTERIOR Yz 6 toZz 1 a 3 R R 4 O STRIKE .IAMB TO SIDE 2$ MAX. SHIM SPACE 7 SHT. 4 U o SEE NOTE „4! 513.654.3631 srxC NTS o®oL:'s0 uo W. RW oxnc'*A L In wa MI S-2164 IV, l-flPg TP 1 4 or I a SEE DETAIL 'F' 6" 6 6. 3- 3' 3 6" 6" 6" 3" 3- SEE NOTE 3 SIT. 5 51 u'''j'''+II 51 A- 3• { 3" F-- 3• 63' 6" 3" 6 FFF------ 3" 3• _ 3• 6. 6 6 SEE DETAIL ll' MIIRI F T10OR W/SMELM I 1 1 I N A I 13 I_I 1 13 TYP. = 13 TYP. SEE DETAIL 13 13 TYP. SEE DETAIL TYP. B• A• 51 51 A'• 1 1 i TYP. 11 1 TYP. 1 1 11 Fjj m ,1 , ( r l' fir, r. r DETAIL PLATE BOLTOPST S 7ECE IQ1 J. eCENTRAL M A X j l N xiN 3 n h N 1 Y1 1 Inui SEE DETAIL V DRILL THROUGH FOR A o.357" BOLT DEEP ENOUGH FOR A 2' BOLT THROW 0 SURFACE BOLT ATTACH THE STRIKE STRIKE PLATE PLATE TO THE THRESHOLD W12 110 x 2 112' PFH W000 SCREWS DETAIL-'H" ASTRAGAL THROW BOLTS AT THE THRESHOLD m n N TYP. n n TYP 13 TYP. — i— —I SEE DETAIL C" TYP. h• m n N in 1 SIN . F DDOR NOTE: USE ITEM /13 A 18 x 2 1/2' PFH WOOD SCREW TO ATTACH THE STRIKE AND DFADBDLT PLATES TO THE rrRIR:, JAMB OR ASTRAGAL EXCEPT IN THE MULLEDAPPLICATIONWITHTHESIDEUTEUSEITEM143A18x 2" PFH WOOD SCREW. may 11 8 O1 n! N.T.S. DWe n: WLN o It. RW pw 5 or 6- o Lri SEE JDETAIL D' SEE NOTE 3 SHT. 5 I I SEE DETAIL J' B B 63_ 3. ltr 6 f 6 3 ~ 3 3" -i G -- i- 3- 3' -i I +i i 3 F-6 6---1- {If-FI'IIr 3" 3" 6- 6" SEE DEL 'K' TAI curl F DOOR W/SIDELM SEE DETAIL "F" 6. 6• c 6 3" . 3 I 3 3" vJ a. m v1 a.a i. ,n SEE DETAIL N C- TYp. N vi cl TYP. SEE DETAIL E. TYP. 6" 6. ,' j{ 6- 6 SEE DETAIL 'H' DOUBLE DOOR 0 0 ATTACH THE STRIKE O SURFACE BOLT PLATE TO THE THRESHOLD STRIKE PLATE 2 112_ I Il,lll ii111d L 11t11LL+J/ ra hFJ4tSVGd/ SCREWS oNNFAq1T aL J OPTIO SIKESURFACE Ti L, j DETAIL "K" BOLTlUl A(CT " ER NAMEAME t ° STRIKE PLATE in N 1 LLJ co ONOa0 gLLn O LLJ OOjO3( W00 a JZ W oZ G o z U 'Q oiS U O U 813.684-WI n 11 8 01 ut N.T.S. E er: WLN RW M Ioz 5-2164 5 a f O4 4 STEll DOOR MIiGE OAK CAP 1 , O o Q rr aoTTaM RAn. Wvao coL OsnE rr MNGE STDF STM F OCORE MATERIAL: LVL OR LSL ALTER94TE CORE MATERIAL: PONOEROSk RADWA. PUL J. EL JOTF4 TAMA OR SUGAR MPILE DOUL7A.S OR IHI E FIN. CEDAR. INCENSE OR REDWOOD. O(Y' w2 CTDE c,w CORE MATERIAL LVL.OR LSL L' N`LDRU THROUGH FOR THROUGHFOR .3571 Om ASTRAGAL PFH WOOD REAINER BOLTS 2 PLCS 1. 50' i O Qrr TOP RAIL WDDo COMPDSfIE Sf- 1.07Y QQf1i', RT TE. ; - CT11 36 FINGER •IppJTEp PONDEROSA PINE T. owffmo 042 a,x, rtc TDP IiOTTOM_RAIl F' IIVGER JOTMTED PONDEROSA PINE nx. rr RDIT ELVES. ?S' CTFFI, ATTACH TO DOOR USING 110 1 1/4 f. H. SH. 7 METAL SCREWS PROVIDED RETAINER 24 VIYRIAVRFW n W m AlUMINUM 052' MALL TYP.1 2116' n 2I _ ^'^€ O OPEN llfE cur FRAME EXTRUDED SMC 92' N • L 1-- I.175' O IOIIf: READ O Late FOAv. L`!_IK FOAM CELL CORE W/VINYL JACKET MMR( YL JACKET 4. 565" VC:/ W N•OOD F'RAYE y wm T1TRESHoI.D Exi1NDER S 5. 75' l c'rwAr D6WTNf' SALI01 F TH.K11 SUBSTRATE tinn/ uAt000MM1 it(RESk1Q1.O QEXrDd) C 6063—TS ALUiL .045' MIN. WALL 5LS5TRATELOLJ+ DRIED SPRUCE PINE CEDAR OR POPLAR v1Nn TiakF9DLD:.08D' MIN. WALL 22L75' 7 000 SIMA rcQn T T MK (1 5' I 1 ATTACH TO SILL USING f10 1 1/4 F. H. SHEET METAL SCREWS PROVIDED WITH BOLT. IA20' 0 pO14 ivcwaiA: ODOR EKlfiDM SWEEP VINYL . OLD' MAX WALL .035' MIN. WALL AS79AGAL KIAMER ROLT MATMAL C/R ROD ZINC R YELLOW CHROI4ATE 0 N O co N O Do SOto v7 -to LaO1i10 3Q wT EL 0 IunnINc rAN, L wA: 613. 684363T om 11 8 01 PS- 2164 NAMIE r • fit 1::1 3 -{{- Jr_ I RIP I N M r I FIBERGLASS i WOOD- x4._ R 1 1'x 4 7O4VLN& S PAN HEAD SCREW L FOAM BASF, 1.916sFOAM ON WEATHERSTRIP -TRU FOAM 8 LONG REACH COMPRESSION WEATHFRSW TRU 9 4 x 4 HINGE .097 THK. THERMA-TRU STEEL STEEL t0 fO x 3 4 PFH W000 SCREW to Frame STEEL 11 10 x 1 L.G. PFH WOOD SCREW 12 8 x 2" L.G. PFH WOOD SCREWSTEEL 13 8 x 2 1 2 I.G. PFH WOOD SCREW 14 INOT USED Wb00 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK ALUM 000 19 1 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU W00D 20 1 FE40ER 4.656 x 1111 -TRU PONDEROSA PDME 21 NOT USED 0 22 HINGE JAMB 4.656 x 1111 -TRU PONDEROSA 23 1 KWIKSET TITAN 700 SERIES DEADBOLT 24 I ASTRAGAL WINDJAMBER 11 WRW .052 WALL Al LIM GLASS 25 GLAZING, 1 2 INSULATED TEMPERED L455 26 INOT USED STEEL 27 1 IS x 1 L.G. PANHEAD SHEET METAL SCREW F SMC28MOLDEDOPENUTEFRAMEEXTRUDEDSMCwithUximin -6200 STEEL 29 x 1 4. R ffOJ 2 30 INOT USED VINYL 31 JINSWING SIDELITE BOTTOM BOOT 32 1 8 THK. CELLULAR GLAZING TAPE(SILK-B TAPE STEEL 33 1 X .04 DIA WIRE BRADS 34 3 8 OUARTER ROUND MOLDING 35 K JAMB 4.556 x 1.211 INERMA-TRU, PONDEROSA PINE WOOD 6 SIDEUTE SIDE STILE ERMA-TRU 1.531 x .656 PONDEROSA PINE L 37 10 x 1 3 4 I.G. PFH WOOD SCREW 38 NOT USED 39 INOT USED 40 SILICONE CAULK 41 42 NOT USED SB1E " TOP a BOHM RAIL -TRu 1.5J 1 x .65c P01pEROSA PINE FSEEL438x2LG. PFH WOOD SCREW 44 3 16" SEX BOLT 45 IVES 454 8" SURFACE BOLT 46 NOT USED 47 NO USED 48 ING. 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS RAIL 1. O x ERMA-TRU WOOD COMPOSITE WEC01 09 E 5O 51 94 16 TAON ANCHORING ELCO. 1.75 MIN. LG. STEEL 52 16 TAPCON ANCHORING ELCO, 2.5 MIN. LG. STEEL 53 54 10-24 SEX SOLI PLASTIC LIP LATE FRAME PVC withh 0 field stre th F min =2 145 asi PVC 453" GLASS BITE I EXT RIOR Q °O . o 0 . • o: o 0 NiERIO Z 6 W to Z a 0.5" GLASS SITE O o O Q O O O O O O O 1/2" STEEL INTERCEPT SPACER 3/4"" INSULATED TEMPEF GI A71NG DETAIL SHOW CI ASSIC CRAFT" INTEGF SIDELITES ONLY) Y Z N 1/8' TEMPERED O > g GLASS a O 1, v 1/4" AIR d N O oD7 ^ SPACE43/4- Q2Z0 p1/8" DECORATIVE j W ^ OGLASS 1/4" AIR 3: O 3 co TEEL SPACE n < INTERCEPT 1/8" TEMPERED GLASS RW cODo a f INSATED TEMPERED GLASS rl AKING DETAIL SHOWN W CLASSIC CRAFT" SMC LATE FR4uE REQUIRED FOR DOOR PANELS) 3Z 453" GLASS BITE o? 1 3 2 "? Sco 0XT RIOR .. v 1/ 8" ANNEALED o z GLASS Q. 0ti p25AIRm c z_ o oO oSPACE 9. 1/ 8" ANNEALED m 5 GLASS IN RI R 3 . 25' STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHT. 4 5' INSULATED GLASS W/ PVC LITE FRAME G A71N__ G DETAIL SIDELrrES ONLY) 0625' THICK DOW 795 GLAZING COMPOUND c 1/ 8" TEMPERED GLASS z 1/ 2" AIR SPACE euxnwc 1/ 8" TEMPERED aeo aA L Z Y GLASS 1 801' tn RAL FLO A B.O. wc. n: WLN WIACTS N1.04 om er. RW 5-2164 a 8 MASTER FILE t teml RP I N Material 1 I MERG1ASS 3 4 OR ta A OK 1.46' x 1.471 5 NOT USED 6 L R E FOAM (BASF. 1.91bs. DENSITY FOAM 7 SHORT REACH COHPRESStON WEAMRSMP THERMA-TRU FOAM 8 LOWREACH COWRFSDON WEATHERSTRP TFiERiN-TRI1 FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 + 3 4- LG. ODPFHMOSCREW a to Fmme STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 NOT USED 13 8 x 2 1 2 LG. PFH WOOD SCREW STEEL 14 INOT USED 15 INOT USED 16 1 2x INNER WOOD TEST BUCK WOOD 17 1 MAX. 1 4 SHIM MATERAL WOOD 18 I KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 IONE PIECE BUMP FACE THRESHOLD -TRU ALUM. 000 20 HEADER 4.565 x 1.1 -TRY PONDEROSA MQ, WOOD 21 NOT USED 22 IMM .LIMB 4.565 x 1.1 7RU PONDEROSI WOOD 1 23 KWIKSET TITAN 700 SERIES DEADSOLT 4 ASTRAGAL WINDJAMBER 11 WR68T .052 WALL ALUM. 6060-T6 5 GLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 NOT USED 27 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 cilUP F mm G 610D SL4C 29 FA x 1 4.0= STEEL 30 NOT USED 31 NOT USED 32 1 8 THK- CELLULAR GLAZING TAPE STIK-0 TAPE 33 1 x TO Dtt BRADS STEEL 34 3 8 COVE MOLDING WOOD 35 JAMB 4565 x 1.1 TRU, PONOER06I PPlE 36 S 1RE S SRE TRU IS4 x . PONDI1t0SI WOOD 37 10 z 1 3 4 LG. PFH WOOD SCREW STEEL 38 1 L09M .WB 4565 x LI WOOD 39 HIGH WATER DAM THRESHOLD M• 40 SILICONE CAULK SILICONE 41 N USED 42 91W IW t 87TIW At ML I x RILEMA WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT Q- 45 IVES 454 8" SURFACE BOLT Q- nih sM F miry = 4,671 psi TCM 47 8 X 1-3 4 PPH FOR REM 28 Qt 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING. ; 3/4 INSULATED TEMPERED GLASS CLASS 50 CC Boim RAQ (1S0' x d113' TNLRMA-IWl am COuvm 51 I EAKW AND00C am 1.75 MK LG SgEI 52 16 TAFCON ANC10MG UCO ZS UK LF-1 STEEL O® -T ASTRAGAL RETAINER BOLT N MATERIAL: C/ R ROD ZINC n dt YELLOW CHROMATE 3' 592" co I , I N o! 179" LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 1.158" N OXO N . DRILL TRU FOR N A IS PFH WOO DRILL TRU FOR a 0 SCREW 2PLC5 . 357" OL- ASTRAGAL CL RETAINER BOLTS WIN AMBER II WR68T STRIKE PLATE COMPRESSION WEATHERSTRIP BY THERMA- TRU 1" RETAINER BOLT FOAM CELL CORE W/VINYL JACKET tn RAY. nORMA B.O.A.F. N N N MANUFACTURER NAME : ZV/ 1. 767" MASTER FME # WINDJAMBER II WREST 24 s ASTRAGAL ( ALUMINUM 057' WALL TYP) a W r` 0 Do O N O a0 pap ZOr j O Wuo 0 LU m a HIS xr WU ar RN c S- 2161 1 9 or n ftewd ANUF I HthMA oTRU® IASSIC Cwr OUT1iWM &a WAME AND DOUBLE W/A W/OUT SIDFIITES.1NSdSUL TW RWRMASS DOOR WRH WOOD PRAt M OWDA 1. THIS UIBUILDINGLDING CODEIS 94 EDITION FOR MIMO--Du1DE CGNEDTOMEETTHEOUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILSSHALLBEBEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT alEEIS THE WATER REOUIREMENTS FOR MIAMI-DADE COUNTY WITH THE DESIGN PRESSURE USE O BTHE HIGH DW BUMP THRESHOLD. SEE THE CHA6. MIAMI-D4DE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRL7 SIDEUTES ARE AN OPTION AND CAN 13E USED IN A SINGLE OR DOUBLE CONFIGURATION. r n ry ass (SMC) skin 0.105' min. thk.. delite M19M0.07 min. thk with yield 51.9 h Fy(min )=6.QOD_ps or - design: olyurethone foam Core. rf1h1.9 Ibs density by eti F The poml slow . cwmtructed from o 0.095' Ihk. sheet the nterior mly s faW rb 19 am d-V BASF Theadf the paid fox sheets are .gwed to the wood sBrs ord The clan ore LLVpL a LSL. Rr md d7e which ism4lyLi x II kh thethe dhwhk opp6rnfhon the irocfne door fti ted hrith on ahaweo ahmrrss^ ostroo of 6DSD-T6 a ol. F me Constrvclion• The frames constructed from Frhger jonted. TSGS" side x 1.17' thick The thrower in jmed to ft ndr jarhbs wrTh (3 /E x 2S" Ilsod Sa- Npgp Rle Ilrestdd w s pshed fo side janbs hn7h (2 16ga 1 2 voen i 2 bh" each side. The mullions we tngether in a sfddte appkdica asnq /a PFH Wood Saes (6) scram ppear eodh_ Luftm The aids has m 9AW threshold meaasfrq 4.615 x AWA!C Lq Lrh - OA ores 275" side x 50.I9" high sensed w x 1.75' Ph lit' Pon Need Sawhc Ttr front ors sedad s3h aTcans cm&zg (Dos 795) to Biddle paid ad to the 9k SdeRe phuih¢ SVC to Utw with the yeW AmVM Fy(irwQ= 62M Pa & TUC VP Lute with the yield dmrqM Fy(min;- 4.614 Psi - OI sire B 9.85' ride x 65.65' wide dared w/(16) JS x 1.75 PhUps Pon Head Scmm The frax ae seokd With a'kene aad!rq (Dow 795) to Biddle Pad and to the 9bM bLVW ash paid -the sddA0 sash fox parts on rtddsd to .ecefre ftr kWAofed CIUM Th I glass a atWdhed to Ur sid" fan sheets with eihwrr 9b:ia9 canhPoad (Dow 795 TABLE OF CONTENTS SHEET / DESCRIPTION L WIDTH 36' MAX. PANEL WIDTH 105.5" MAX. OVERALL FRAME VaUln 36.625" MAX. PANEL WIDTH W/ASTRAGAL D i 24.5' / of zCL 2. I ox MAX. r D.L.O. ++ = v ) / 4 Cr 6 o I / 0 CD + INAI- Pia=-- L-1 l fE dGIDa i.-. e+.*re ry R5N7NG UNR nun F OUi5R7N& OPTION n W/ SURFACE BOLTS 74.5' MAX. OVERALL FRAME WIDTH BEE DETAIL A' SHT.3 . 68.s' MAX. OVERALL WIDTH 36.625' MAX I bp p :24-j5' rPANEL WIDTH --1 FpOM MiFHIO$ .L.O. W ASTRAGAL k3 u / / , / a o I 24.5" zaMAX. w D.L.O. Erj v / co x C 9 + X in e / a1 m ACTIVE m truly F II DOUBLEF ORSwtNG UNR OPTION II W/ SURFACE BOLTS SEE DETAI A' SHi 3 DESIGN PRESSURE RATING ^ OPTION 1 W/OUT SURnSOLTS TS +47.0 PSF -47.0 PSF WITH SURAC& +70.0 PSF -70.0 PSF OPTION II WINCUAMBERGAL 5' MAX ME WIDTH 1375' MAX. WIDTH 125" MAX. D.L.D. mom LIP In 0' MAX. D.L.O. iTH INTEGRAL LITE FOR JOTH SIDELRES) 15.5' MAX. FRAME WIDTH 13.9375' MAX 7.125' MAX. D.L.O. WIDTH UP LITE 7.0' MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 11 O_ > n t- IY C4 O aD O co a o=1: 8staiNwo SOW^ O M, O3QCO n co a my FZ g WGIAUMM PC 513.654-Wi N.T.S. er. WLN ar RW S-2161 I or 2E PANEL TM SEE GLAZWG DETAILS, w G SEE NOM @LPANEL -/ -',IIDOO. 'Hw DAM lLn LMPM= PANEL THRE94DLD SEE DESIGN PRESSURE TA" T JTJI as WA2' 1. 68, MaL - PAM TM O w SEE GLAZING DETAMS W 0So co 0 co R En 8 mz! son LaU-1 m a 0—, NOTE0LJf 0 coMrr.4 tE Go M IL I d 42 SEE NOTE 9 SW. 4 PANEL BULJ36 A" 2 SDELrTE THE CROSS sEcn .S 613. 6m54 4- a 391 CRAFT F11J91 MwFn/, GLASS aae 11 5 01 WS WLN 06L fr. Rw S S-2161 5 2 OF5 ASTRAGAL. RETAINER BOLT &0' LG. TOP t BOTTOM (2) BOLTS X AT TOP t (2) AT BOTTOM s INACTIVE SEE MOTE 2 SW.4 3 o ASTRMdL OPTION 0 2 3 o MULLION ACTNE V34;USII:.44 u BIQB lNk 3 o SIDEUTE TO M= DML OPTION Y SURFACE BOLTS) CENT. jjEpA NOTE 'j,=N,, IL 1 1JE IC 613.6E4.3631 2 11 5 01 ac NM T OT WEN K ( RW 5-2161 3 a 4 FRS 18 25' MAX. zIc SHIM SPACE -yr 38 p m G'i I q 1 i vi ^ N tWo01 pI p 7 B INTERIOR C- SINK 4 LATCH JAMB TO BUCK t•. • ' 1.15" MAN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED 70 THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR I8 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TD THE WACTNE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3. 5. 18.25". 40. 5'. 59.25' 74.25". 76.25" & 7825'. M THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SMELITE IS DIRECT SET INTO THE JAMB WITH (12) SEE NOTE 1 Ie x 2' PFK WOOD SCREW. THERE ARE (6) AT SHTA EACH VERTICAL JAMB. FROM THE TOP DOWN AT 6.07. 19. 75 . 33.5. 47.25. 61.0 & 74.77. THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL. 4' W FROM THE OUTSIDE CORNERS. 6. SPACING FOR A /8 x 2' SCREW SECURING THE MUWONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP N vs ^ FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 1y. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK U W USE A 18 x 2' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A I10 x 1 3/4' SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPUCATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I' x 0.04' DIA WIRE BRADS AT 2' FROM EACH END A MAX. OF 12" O.C. Z 0a 2 . 15' MIN. 4 HINGE JAMB TO BUCK C— SWK 1. 1s' MIN. EMBED. SEE NOTE SHT. 5 25' MAX. SHIM SPACE 10 Z Y lod a SEE NOTE 7 SHT. 4 jM34 8 1I B3 M R43 4OSTRIKEJAMBTOSIDEUTESEE NOTE 6SHE 4SEE NOTE OMA a ®eL$) c• 9 THIS SM MANUFAC R 0 O> n o amp 000 R2: 8sueIn TF 0LU0 1 0m,0 3 o n FT a r t, W eual>ot: al& w3631 A WU rr RV x xa: 5- 2161 r 4 of SEE DETAIL SHEET 5 B B 6" 6 6- 3" 3" 6"6 6" I- 3I I II TP. SEE ; A TYP.3 SEE NOTE 3 SHE 4 SEE NOTE SHT 5 SEE DETAIL 6 SHT. 4 SHE 5 TYP. SEE DETAIL SEE NOTE 6 SHT. 4 13 _ G SHT. 5 TYP. _ SEE DETAIL 13 SEE NOTE H" SHT. 5 "D" TMP 4 SHT. 4 g- 51 ST 52 3- 3 -, 3• 3- 6" 6" -- 6" 3. T 3 6" I 6 6- N O aD Rtnp= Lo I O in Q I6• 6 r 6 SEE NOTE 3 SHi. 4 g vD OW 0:2 O 3Q P, 6 Ircoa 03 n n 1 TYP Vl N n n , n z O 0 n SEE DETAIL N ro• T" SHT. 5 0; N gZ 7 pl TYP. no S rx o SEE DETAIL G' C- G- TYP. D" SHT. 5 9 i 1 51 TYP. 1 uz FA 6' 6" — 1 h SEE NOTE W449 m to4SHT. 4 SEE DETAIL H" SHT. 5 aun F DOOR W pOUgt F DOOR W/SIDELRES 1 - -- a DRILL THRU FOR 1 A o. 357" BOLT DEEP NOTE. c ENOUGH FOR A Z" c USE ITEM 113 A IS x 2 1/2" PFH WOOD SCREW T BOLT THROWATTACHTHESTRIKEANDDEADSOLTPLATESTOTHESEENOTE JAMB OR ASTRAGAL E IN THE MULLED SEE NOTE 1 THIS SHT. 7 SHT. 4 SURFACE T APPLICATION WITH THE SIDELRE USE REM /43 A8 caauuwrc n 0 13 43 STRME PLATE 2- PFH WOOD SCREW. atleaa3a3t 433 11 DETAIL oqc 11 5 Ol 0 RETAINER BOLT HOLES svuc N.T.S. LN 10 gpO STRIKE SP R sn plp o c. FWE er WW STRIKE ATE QJ`jl i ®1t MA Be oA.Fo oa er. RW D F STRIKE PLATE11 13 43 ASTRAGAL STRIKE PLATE j• 5- 2161 10 Ecp OPTION W pUIRACE SEE NOTE 1111 \ V 1 A l<L 1 \ tf1YJfLlSJr 5 ar £ DETAIL -E" 9 SSTTRR THIS SHT. — i . L ail a /— i SEE DETAIL SHEET 5 6' 3. 3- m 6" 3" 6' 3- 36. 63 3. i1 6 3' 1 1 I I I 13 TYP. ° SEE NOTE 3 SHE 4 ' SEE NOTE SEE NOTE . I ire SEE DETAIL n 3 SHT. 4 6 SHT. 4 SHT. 5 cn N N SEE DETAIL G" SHT. 5 SEE DETLa5 1 J' SEE DETAIL E' N E" SHT SEE DETAIL H" SHT 5 of N TYP SHE 5 Q TYR O n So co Ul00020n zn goLO 0 0 3Q00 c a nJ hLn 2 rE Z)L o• o G g J z SsL ynl<C," SEE DETAIL -K- -K- TYp, SEE NOTE "G" SHT. 5 51 51 _ 4 SHT. 4 51 TYP. I 'M" 1 TYP. 1 1 Typ' I I I I TYP. 3,--4 SEE NOTE8 6" -- I 6' 6' F- 3' 4 SHT. 4 3' 3" 3- 52 I 6' 7YF. SEE DETAIL. M- SHT. 5 Wr DOUR DOD R . SINGLE DOOR W/SID M euaa cEaL F LOPRMA Bo ®o IL o - L1,3.1 3E3 NAMEjjj 11 6 01 1!Z.e L n I li 1 • 1 V 1 fllVll.>Ld c um N.7 LWWLN PMmC Id 5-2161 So Go 0.5' CLASS 0.5" GLASS SITE 0625" THICK DOW 795 GLAZING COMPOUND In = Y SITE SEE NOTE 1 THIS SHT... • NNoSEENOTE . THIS SHT. '^ 1/8" TEMPERED GLASSTEMPEREO m O GLASS 1— 3 Q 1/4" AIR SPACE ro • • • 3/4" AIR SPACE a 1 /3" TEMPERED Yi 1 /8" TEMPERED GLASS GLASS 8 x 1 3/4' PPH 18 x 1 3/4" PPH w ustnATED TEMPERED GLASSn 1/4" STEEL INTERCEPf'SPACER 3/4' STEEL INTERCEPT SPACER 0625" THICK DOW 795 u r"SING DETAIL SHOWN W/ CLASSIC CRAB SMC L11E FRAME 1/2" 1l15TJLATED TEMPERED GLASS GLAZING COMPOUND REOUIRED FOR DOOR PANEL) ING DETA11 cHOWN 1ti C.-er •CY TGM I !TF FR•W E SmElTTES ONl1t7 0625' THICK DOW 795 r tl 0.5" GLASS SITE GLAZING COMPOUND o W- 0.5" GLASS Z 1/8' TEMPERED GLASS SEE NOTE 1 SITE 1/0' TEMPERED O THIS SHT. o GLASS O O 0 O C;% 1/2" AIR SPACE 0 3/4" AIR SPACE e "• , O0O. 0 MPLitID i GV55 1/8" TEMPERED SEE NOTE 3 THIS SHT. MASS 8 x 1 3/4' PPH v 3/4 INSULATED T1 uPERFD G S 5HOWN_1YL 3/4" STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER n t•ING DETAIL CLASSIC CRAB" INTEGR& GLn71NG r 0625' THICK DOW 795 SIDELRES ONLY) GLAZING COMPOUND az IN IILeTID TEMPERED GLASS e iur pETA!L SHOYYN W/pETA!L SHOYYN W pyo O PAN HEAD SCREWS Fa e13 s94+ 1. THE 27.5" x 50.19" DOOR LITE IS SECURED WITH (16) /6 X 1.75' pHILUPS RAIL AT 3.0". 13.75 AND 24.5" FROM THE LEFT SIDE. C uae 11 5 Oi SPACED AS FOLLOWS. TOP AND BOTTOMTHESIDESTILEANCHORSWERELOCATED AT 3.0'. 13.25'. 23.625" 33.875 AND 44.125 j y NTS FROM THE BOTTOM OF THE LITE FRAME 6 x 1.75' PHILUPS PAN HEAD SCREWS A 1'S Mr. a" WLN OK W. RW 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125' FROM _EACH END. SIDE STILES49.375' AND 60.375". Uj axwm wa FROM THE TOP DOWN TOP DOWN AT 5.5. 16.5'. 27.5' 38.375 . 5-2161 3. THE SIOELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. F aas 7 or 1 r CATF, 4.03" Injm OCr i ETCH SIDE STIL 3 RED CORE MA7ERIAI. LVL OR LSL OAK CAP 1.077" { r w O/. 1. OA" FINGER JOINTED PONDEROSA PINE r— 1 47'" CcSI CC ROTTOM RAIL OWOODCOMPOSITE f-1.077' —1 ro 1--1 ss' ---4 m rvr Pi AMK Cft1F SDL F O FlNGER JOINTED PONDEROSA PINE rr TOP RAIL OWOODCOMPOSITE 39" RED OAK CAP 1.46' CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA. RADIATA. PULAI. ELLIOTITI. TAMA OR SUGAR PINE. DOUGLAS OR WHITE FIR GEUAR, INCENSE CEDAR OR REDWOOD. KW 1.79' Pr rMEAD, SCREW MAW DM 4.01- oryFnuce ©8 1.375' - FM PLA 1 7N VARIES '? W/CL 4ss THK. ^_ N ct O O a O O Tcm, AO FRkqE q x q S'fFE1 DOOR HINGE m1..tC''1--L r' rlA.e rw T4XSTP,ll I I q.565"05 1 P a cV q6L 000o00 Z—= 2z0 Z8 o U) lul Lu CJ WOOD FRAME 3 Q o0 vI 4. 615" io 2.203' vfii. 1 T a 0n19 m rrCwlNr. BUMP FACE a1 UMIN 1M/R OOD THRESHOLD 050" WALL 7YP. T E13. 04.3831 B. OA1e tout NTo.c or WL ow-: 5- 2161 8 or 1 FOERQASS 3 4 OAR L 5 NOT USED L 1.91bS. S FOAM 6 7 S ffREACH CDI RE551ON MEU}ffIS7RIP i}¢T1NA-1RU LOW REACH COI040 N WFATHFRSIRIP 7RU FOAM FOAM 8 9 7. 4 HINGE .097 THK. ERMA-TRU STEEL 10 iD x 3 4 Ul PFN 00D SCREN to Forme 11 10 x 1 LG. PFH WOOD SCREW 1 NOT USED S 13 8 x 1 LG. PFH WOOD SCREW 14 NOT USED 15 NOT USED 16 2x INNER WOOD TEST BUCK WO00 WO00 17 MAX 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGELOCK 19 ONE PIECE BUMP FACE iHRF3H0LD TRU WAOER 4565 x FirP 'A M, WOO WOOD 20 21 22 MOT USED NOIGE JAYS 4-%5 x 1.1 7RU PONDEROSA W 23 KWIKSEF TITAN 700 SERIES DEADSOLT ALUM.G611r56'SS24ASTRAGALWINDJAMBERDWR68T .052 WALL 25 GLAZING 112 WSULATED TEMPERED GLASS 26 NOT USED STEEL 27 x 1 LG. PANHEAO SHEEP METmu SCREW 28 Ili£ SMC F rr 6200 29 x 4 STEEL 30 NOT USED 31 NOT USED 32 1 8 TH L CELLULAR GLAZING TAPE STIK-D TAP 33 1 x 0. DYL WIRE BRAD6 STEEL 34 3 8 COVE MOLDING 35 BLANX JAMB 4365 x 1.1 -7RU. PONDETmS WOp 36 SD?LIE S STlE I-% : P0milamA 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL W000 38 I= A18 42W x 1.1 PpYDOtOSI 39 HIGH WATER DAM THRESHOLD SILICONE 40 SILICONE CAULK 41 NOT USED WOOD 42 Z=1iP t eo= K I x Pow 43 8 x 2 G. PFH WOOD SCREW WOOD IEEL44 3 1x SEX BOLT STEEL 45 IVES 454 8- SURFACE BOLT SELL TCM 46 - n' Br yWd stre F mn 1,671 STEEL 47 8 X 1-3 4 PPH FOR ITEM 28 k 46 GLASS 48GLAZING1INSUlATEpTEMPEREDGLA55R. Iql1r, GLASS ING 4 INSULA MPERES RAZ ( I30' ,' 11t7i1I1-TRU DDD rDOD rrDYWON ANDO&C E CO. 1.75 UK LG STEEL STEEL i pryN ANC7 nM 75 IQK LG 592" F- ix tV I 8. 0" -i 1 I1q a p a00lo ZOO T Z rl, gw a AsmA ki RETAINER BOLT N N Q! L— N W 0 3 = 0 MATERIAL: C/R ROD ZINC w! do YELLOW CHROMATE e a R CH FOAM CELL CORE W INYI JACKET T NN1. 1580 NDRILLTTRUFOR8 PFH WO0 DRILL TRU FOR 2PLl: S 357" DIA. ASTRAGAL RETAINER BOLTS SCREW WIN BER 0 WR68T crnZE_ PLATE COMPRESSION NrEATHERSffi1P BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET i" RETAINER BOLT 6 CENTRALFW A B.0.A.F. 0 N N MANUFACTURER NAME . C 1. 767- MASTER FILE # 24 II WR68T mm 11 6 01 roc NIS WINDJAMBER ASTRAGAL ( ALUMI xr WLI' RW WAN" w: 5 92 of O 0 co 0.5" CLASS 0.5" GLASS BITE 0625 THICK DOW 795 O In O a0 BITE = SEE NOTE 1 GLAZING COMPOUND ¢ C.)ZO n THIS SHT. IfT SEE NOTE 1 w 1/8" TEMPERED p LvTHISSHT. 1/C11155TEMPERED CL ASS p m O 3 a co m • • ' 3 4- AIR SPACE1/4- AIR SPACE to • / co = cp 0_ 1/8- TEMPERED ',— 8"TEMPERED GLASS Yi GLASS 08 x 1 3/4 -PPH i8 x 1 3/4" PPH 3. INSIn ATED TEMPERED GLASS z 1/4" STEEL INTERCEPT SPACER 0625- THICK DOW 795 3/4" STEEL INTERCEPT SPACER r_I 7Iur. DETAIL SHOWN W/ W Accir rR fT- SMC LffE FAA E 1 /2• INSULATED TEMPERED GLAcc GLAZING COMPOUND (REQUIRED FOR DOOR PANEL) o ZING DETAIL SHOWN W[ ' r rI ecclr rRAFr TCM I D7_FRAM S SIDELITES ONLY) g ' 0625- THICK DOW 795 0.5- GLASS BITE GLAZING COMPOUNDI. Y a 0.5" GLASS = 1/8" TEMPERED a SEE NOTE 1 B Dui 1/8- TEMPERED CLASS > THIS SHT. o GLASS 0 0 0 oO % 1/2" AIR SPACE 0 0 3/4" AIR SPACE 0 O 0 1/8" TEMPERED 3 GLASS NOTE 3 1/8" TEMPERED SENOTE 3 THISSHT. ~ GLASS 8 x 1 3/4" PPH /4"• IN l ATED TEMPERED rI acc 3/ 4" STEEL INTERCEPT SPACER "7lur. DETAIL SHOWN W 0625- THICK DOW 795 1/ 2" STEEL INTERCEPT SPACER -n ecctr rRAFr INTEGRAL IN GLAZING COMPOUND (SIDELTTES ONLY) a z1" INSULATED TEMPERED &S5_ a AZIAIG DE At SHOWN W/ _-arm" M etxloo TAMiL ! g n a a13 as4se31 1. THE 27.5" x 50.19" DOOR LITE 6 SECURED WITH (16) /8 X 1.75- PHIWPS PAN HEAD SCREWS • SPACED ' AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0-. 13.75- AND 24.5" FROM THE LEFT SIDE oae 11 5 01 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0 13.25'. 23.625. 33•B75" AND 44.125' N ANYa NTS FROM THE BOTTOM OF THE LITE FRAME !awr-. N CAL !r: WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) 8e x 1.75- PHIWPS PAN HEAD SCREWS / Iv pa. er RW SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125" FROM EACH END. SIDE STILES I1 FROM THE TOP DOWN TOP DOWN AT 5.5'. 16.5". 27.5. 38.375 49.375' AND 60.375 K to S- 2161 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. SKM7 a i i 4.03' Lid Occ ETCH SIDE S71LE 3 RED CORE MATER4U LVL OR LSL OAK CAP 1.0777 --1 w 1'n'1.I OAII FINGER JOINTED PONDEROSA PINE r-1.47' I Al CC BOTTOM RAIL OWOODCOMPOSITE elnn rtc wi entr VnF STII£ FINGER JOINTED PONDEROSA PINE r-1.47' —t Go CC TOP RAIL OWOODCOMPOSITE 0 0 cm o 0 097' O 4 x 4 STEFI DOOR HMGE 9 39' RED OAK CAP IF pi.46" cc HINGE SIDE-SnF CORE MATERLA : LVL OR LSL ALTERNATE CORE MATERIA: PONDEROSA. RADATA. PULA EWOTRI. TAMA OR SUGAR PINE. DOUGLAS OR WHITE FIR CEDAR. INCENSE CEDAR OR REDWOOD. r jI DIM VARIES vi W/CUSS THK. b v iVN X40 . 1.79' Pf TMZ0 SCREW Mom DW 4.0— o,ry_rnA,.¢ 28 iI 1llI 4.565' L 1 7 T 0 2 vn WOOD FRAME aD 4.615' m 2.203' Ln 1 0 h 19 OlRSWIN • BUMP FACE ALUMINUM/MOOD THRFSHOLO 050' WALL TYP. rw« — 9w n O 0000 o (n — I ao=r\ goL, O W O 3mcov coW 2 Q E13.684.3631 rr. WU R: RN No M: 5-2161 i 8 OF _ PUlm 1 FfBERa/ 3 4 CC toe 1.46• ./ 5 NOT 6 -POLYUREYHANEFOAM USED 1-gibs. NS FOAM 7 SHORf REAM COMPRESSION WEATHI7STRfP iHEit1G1 8 L01 REA H C0MPRESION WEATHDTSTRP TRI FOAM g 4 4HINGE .097 THK. ERMA-TRU STEEL 10 f0 x 3 4 LG. PFH WOOD SCREW to Fmme S STEEL 11 10 x 1 L. PFH WOOD SCREW 1 NOT US STEEL 13 8 x 2 1/2- LG. PFH WOOD SCR 14 NOT USED 15 NOT USED WOOD 162mINNERWOODTESTBUCKWOOD17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD ERIAA-TRU ALUM WOOD 20 FiFi1DER 4565 x 1.1 -TRU PONDEROSA WOOD 21 22 NOT USED HOICE . NMB 4565 x I.1 -TRU n!M5ROSA W, 23 KWIKSET TITAN 700 SERIES DEADBO 7 4 A57RAG4L WINDJAMBER 11 WR69T .052 WALL ALUM. 76 25 GLAZING. 1 2 INSULATED TEMPERED GLASS G60 65 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC LP llfE G -TRU SMC F mn 6 200 4 STEEL 29 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-U TAPE 33 1 x 0.04 Dbl WK BRADS STEEL 34 3 8 COVE MOLDING 111® 4 x 1.1 -TRU. P0H0EER0SA PP1E 3536 S0M ME STU TRU 154 x . PONDEROSA POLE WOOD 37 J10 It 1 3 4 PF LG. H WOOD SCREW STEEL 38 LAT81 JY® 456i x I.I - PONDEROSA WOOD 39 HIGH WATER DAM THRESHOLD SILICONE 40 UCONE CAULK 41 42 NO USED SMX TOP t Li m In TIEL I t S P0IdOm WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 SEX 316BOLT STEEL 45 MES 454 8' SURFACE BOLT TEE LSTEETCM 46 with yieid str h F mcL = 4.674 47 118 X 1-3 4 PPH SCR FOR ITEM 28 & 46 STEEL GLASS 48GLAZING. 1INSULATED TEMPERED G1A55 CLASS 49 G ING. 3 4 INSULATED TEMPERED GLA55 50 10C 11=1 RAIL (I30' r MY TNERW-TRU OW Lti1P0SP4 mm OJY wIT 51 3 16 UI%ON ANDWC ELM 1.75 NL LG STEEL S EEL 52 3 16 WON MCIDIIIG ELCO. 2.5 MK LG ASTgAC.AI RETAINER BOLT _N MATERIAL: C/ R ROD ZINC en do YELLOW CHROMATE 3. N N ON DRILL TRU FOR q )B PF14 W0O DRILL TRU FOR SCREW 2PLCS . 357' DUl ASTRAGAL RETAINER BOLTS WINDJAMBFR II WR66T STRIKE PLATE 1 jr RETAINER BOLT 592' co I r N — rn 0 I ONG. REACUMMMME 7RI FOAM CELL CORE W NYL JACKET 1.155 I N t0 a7 .35- — O COMPRESSIONWEATHERSTRIP BY THERMA— TRU FOAM CELL CORE W/VINYL JACKET 1 I (: FN' TRAL nonmA B.O.A.F. 0 N NN MAJNUFAcrUU ER NAME. T/n tT 1%VI Q i ry 7• - MASTER FILE # WINDJAMSFR II WR68T 24 ASTRAGAL ( ALUMINUM . n52' WALL TYP- 0 _ iR N 0 co o O v1coCC830^ 1 ttitn DOwo 3<c n e a ca d cx4f t d r: WLn e RW x: w: 5- 2161 r 9 .1 ! B TRUSS INDEX SHEETFS' Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Building Job Identification: Z22302A supplyAddress1VENETIANBAY Address 2 LOT 32 a N%kULEYcompany Jurisdiction: CITY OF SANFORD ORL.ANDO TRUSS DIVISION General Building Design Information DBA SMYTH LUMBER CO. Florida Building Code - 2001; Chapters 16 and 23 2722 APOPKA BLVD. ANS11TP/ 1 APOPKA, FL 32703 tM` Design Loads 407-29 -1522 Roof: 37 PSF FAX: 407-2 9-9153 Floor: — Wind: 120 MPH/CLOSED BLDG. WITH REAR PORCH & RAISED ENTRY WIND PRESSURE EFFECTS Engineer of Record MARCOS FIGUEROA OF 580 CAPE COD LANE, STE 9, ALTAMONTE, FL PE#31707 Or Building Designer: Seal Da 22-Mar-04 Truss En.. neer: William' M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 29 Plus Standard Details Truss ID: R1 R2 R3 - R4 R5 R6 R7 R8 " R9 R10 R11 R12 R13 R14 R15 R16 R17 R18 R19 V1 V2 V3 H1 i I E1 C1 _ C2 C3 C4 C5 Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 4o a 24' 6' 5' 4' S]v J IZ 0 G 7• 0. y F G4 1 GS G2 7' a GS TJ rJr#D TfB-7 g Dux r ON DLODr, JaVz' PJ "ALC WALLS G G2 SMYTH UNDEF GO. 9 ROOF TKU55 DIV1510N P 2722 SOUTH APOPKA MVD. APOPKA, FL.. 327031117 407) 299 - 1522 14' a RF K' a FAX (407) 299 - GI53 Engineering Gertlflcate of Authorization # G218 NOTESR4 RS D IT 5 " M&Zff-J mYRfO1I Y To ve0•Y Twh rL.Cb@!T rLYI Y0 loth r, 0 DI MWI JTEW rB,DGRLTRT540f{•J(il IffBJf O]('t SCGIIaI IJU JrSVin 1if61 f 8' f 8' urtOrID Nu.E J2TA1 _ DATE a J) fol6'PJ 11J6T WT DE air CS JI.TDW H MW WAY'71I WT f=f UJIFM.T01 DY wfM 11Il7.i CoxatY 40 GO a 3) trvf#g TTu1 An: arT Or ALTOMD TvC aareM.u an xer 56, 01 q) DAGKC( "JE`J a ANY 1Ja:1J. TUT ee co1J•,[ 6Io TMWT rrICR m`.ET AT0 nTrTZN COMIT DY WITH TVh Car.ln 16 a PETALS: 24' a D 1131,* TO HO T =0JJ301TI0NJ FC4 H ft"6. rll IJLL.TU( Jla Toror ri eruJla Qyu 10 Boa= Deastrh TYR rew" O' Crum mar® 2) L#4 T VAUZ TYJ10re TntrEs uJ6rv.u.eY f[ar,Tr11 tV, T OE Ca.rLUELY DErI$l VAL3' 0' DETrAL-5 FCC iLTIPATE De5CJJ6 riaCINBIT•J 3) " v.0 En TO De calm T)JYL Y ELYED DY 0..(tf7 DIA. D VCY.L TO b a PLATE l`-E 1-rf THNIQ1` lMVK1 TO PLATE FEIC+ii R2 RIO O' FL. HT. P 4) Nmw t.Ow mum Tu15 aq HANGER LEGE D ALL COCr ToSy Wrfn to De %r al It Of" K"-LH DOrc vaErJ PVTED OrrennE 10- 4' Y` T,.:p•:Alai ulr:IgJJIJJJJr/ pv a TM. RqN/// 1IFI /'''' 7" a S' RK 22' 4' 17 a SPAN I 4 2 G RD r y . 1 q CS 7, a G SIMPSON USP NANTSAG m - HUS26 OR TH026 9. HHUS26. 2 OR THD26.2 S 9- HHUS26. 2 OR THD2D•2 0- HHU516 OR THW6 O • HGU526- 2 OR THDH26.2 CD- HGUS26J OR THDH26-3 4' a6- SULJR210 OR SKH210IJR NO. 42704 : * = C 8' yr TM I -Caw O- HGUS/ e OR THOHI8 0- THM22 OR MSH122 m - THAC422 OR MSH4221F s v A •'. STATE OF ;•Q` rQ /C` v : O RID P:• '_` JI'IN' ZON1A1L,t1 "``` ```` zi/v • EN\ Datzzzaozwwwssnuur.se Hrrooa w q 4 19 4 of the truss framing as It is based upon the design professional. truss te diaphragm seismic c mry sby the building lengths, profiles, 1U. HUC41D OR HD4101F 4a01 William M. Ranieri PE FL LiC. No. 4274 The Truss Engineer's seal, when applled confirms the Wacemenl relates to the truss designs specific for this structure. The truss framing review of plans, drawings and specifications provided by the building The building desiTghn professional has final approval of the truss framingandlor acin shea! walkedswedesituraelofthetoryess(Iad p load rombracing, the responsibility of the buDding design professional. Additional approval design professional shall Include, but not be limited to, design loading, pitches and depths. THJA26 OR HJC25 cT 6W60N HOMES NA55AU III A 6 G (1563) 5TD) x onTt LJraTr Iv DEJIF N Dr rztz)Oz- B7 L4eJULA - K1) InI p UNU FKtFAKtU PMU19 tUMFUItM IMYUI (LUAUa a ULPItRaIUNZI) -NUOrIII ItU DI Inuaa rlrn. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98 „CLOSED-ZLDG, NOT LOCATED WITHIN 6.50 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) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. J A U— J A L)— J A U 3X6(A1) 3X6 (A1) 1.4-0 1.4-0 l— 20-0-0 _I_ 20-0-0 _1 0-0-0 Over 2 Supports R=1561 U=479 W=8" R=1561 U=479 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a OTY:1 FL 1 R - Scale=.1875" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND • M. R T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 0BRACIIIG. REFER TO HIB•91 (HANDLING INSTALLING ANO GRACING). PUBLISHED BY TPI (TRUSS PLATE {L INSTITUTE. SBD D'ONOFRIO DR .. SUITE 200, MAD ISON, VI 57719). FOR SAFETY PRACTICES PRIOR TO jlFl ''• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED i ; (•wp T C D L 7 . O P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING( GROOFTRUSSDIVISION *IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 No.42704 BC DL 10.0 PSF DRW SLTUSR352 02336120 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 2722 SOUTH APOPKA Swo. BUILD THE TRUSSES IN CONFORMANCE WITH T 1: OR FABRICATING. HANDLING, $HIPPING, INSTALLING AND 7 p APOPKA. FL. 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITX AP LIC ABLE PR OYISIONS OF NDS (NATIONAL DESIGN 'Q1 STTE OF t UC LL 0.0 PSF SLT-ENG /WMR S ECIFICA T ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PIXIE ;•. 407-299•152z V pp pQ:f v`' TOT.LD. 37.0 PSF SEON - 33584CONNFCTORSAREMADEOF20GAASTMA65OGRADGAIY. STEEL. E1 E/T AS NOTED. AP lY CONNCC TORS TO /i A I• FAX 407.299J9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERDRAWINGSA- Z. 0 RING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLEL YT FOR S THE EAL TR U S SilI C DMPON EN T DE SSDRAWING I GNT:NOW"- EPTA I N E SUCEITABILITYDIANDUSEALIOFFTHIS ^ D U R . F A C . I . 25 FROM S D Y CERTIFICATE OF AUTHORRA710N #921(T AC.NSI/TIf1TIFI995MSECPARTT10IC2 Aq BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 03 V S P A C I N G 24.0 J R E F - 1 R Y 8 3 5 2_Z 0 2 LZZ.SUZA - KZ TOP CHORD 2x4 SP #2 J2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6_ 9X4III 9-4-0 3X6(A1) 1-4-0 h 3X6 (A1) _ 1.4-0 h I_ 20-0-0 _IL 20-0-0 10-6-0 1 10-7-0 18-11-0 40-0-0 Over 2 Supports ' 1 R=1561 U=478 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:2 FL 1 - - R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB] D'ONOFRIO DR .. SUITE Z00. MADISDN, WI 57719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE RROPERLY AI7ACHED STRUCTURAL ANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IHPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR NYDEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF iRU55C S. THIS DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S REC IF (CATION PUBLISHED BY THE AMCR (CAN FOR CTT AND RAPER ASSOC IAlION) AIIp iPl. ALPINE CONNECTORS ARE NADC OF ZOGA AST. A657 GRAD GALY. STEEL. ElGEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RI tlFl' f No.42%04 : 17C Sb STATE OF •QI' t 4 O R+O faV T C T C BC BC TOT L L D L DL LL L D . 20.0 7. 10.0 D.D 3 7 D 0 P S F P S F PSF PSF P F R E F R 3 5 2-- 6 1 9 6 1 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299.1 522 FAx: 407-299.91 53 DRW SLTUSR352 02336145 SLT-ENG tJMR S E O N 33590 D U R F A C . 1.2 5 FROM R HPROFESSIONALENGINEERING DRAWINGS IGO A•!. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS A SPACING 24.0" JREF 1RY8352_1.02CERTIFICATEOFAUTHORIZATION1*218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION:. F e b 03 LZ13UZA - KS) TOP CHORD 2x4 SP #2 " BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6(A1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 14.06 FT MEAN HGT, ASCE 7-98, CLOSED-,BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY 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. 5 X 6 =_ 5X6= 2.5X4 0 2. 5X4 6 r 6 5 X 6 1 5X6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6(A1) 1.4.0 1-4.0 h ti L 19-0-0 _120'!1_ 19-0-0 _I NE 40-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AI10 BRACING). PUBLISHED BY iPl (TRUSS PLATE M. /Q T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 2 1 NSIIIUT C. So D'ONOFRio DR.. SUITE 2OD' MAOI SO N' NI 63719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED :Z III -/ T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 fG " ( ROOFTRUSSDIVISION IHPORfANi FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42%4 B' DL 1D.D PSF DRW SLTUSR352 02336121PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 1HI5 DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TR USSCS IN CONFORMANCE WITH iP 1: OR FABRICATING. HANDLING. SHIPP ING. INSTALLING AND 7{ j BC LL 0. D PSF SLT-ENG WMRAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S / SPEC 1F ICA T ION PUBU SH CD BY TNC AN ER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIIIE %Q ti STATE OF : 4072991522 CONNECTORS ARE MADE OF 20GA ASIM A653 GRAD GALY. STEEL. TICEPI AS NOTED. APPLY CONNECTORS TO (/: Pf TOT. LD. 37.0 PSF SEON 33592 FAIL: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER E r.O R,O..•• PROFESSIONAL ENGINEERING DRAWINGS TLI A 2. THE SEAL 01I THIS DRAWING INDICATES ACCEPTANCE OF PR OFC SSIOMAI ENGINEERING ). IV IL OUR.FAC. 1.25 FROM RH RCSroll SIBILIiY 50 LELY FOR THC ITT SS COMPONENT DC SI GN SHOWN. THE 5U I TABILI7Y AND USE OF THIS •v N CEITTTFIGYE OFAUTHOREZAT1ON#9218 COMPONENT 1 TFOR ANSCRTH PARTICULAR BUILDING IS THE RESPONSIBILITY OFTHE BUILDING DESIGNER. PER Feb 03 SPACING 24.0" JREF - 1RY8352_Z02 LZZ3104A - KIT) INIJ UNU rNtrAMCU rKUPI 6UPIrUItK IPIrUI LLUAUJ 0 UIrItnJIUNJ) JUDI-11I ICU Of 1-0 1-1- TOP CHORD 2x4 SP 2 120 MPH WiND, 13.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 1 Dense :B3 2x4 SP #2: WITHIN 6.50 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= 5X6Em 3X6(A1) 2.5X4 e 5 X 6 6 r —T 6 2X40 5 X 6 9-4-0 5X6= 5X8= B3 5X6= 5X6= 3X6(A1) 1-4.0 1-4-0 iy ty I 17-0-0 I 6-0-0 I 17-0-0 I 40-0-0 Over 2 Supports R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. 41ave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. MARNING " TRUSSES P.EOUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND /Qw - T C L L 20 . 0 P S F R E F R 3 5 2-- 6 1 9 6 3BRACING. REFER TO HIB-91 (HANDLING IBSTALLIIIG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR .. SUITE 200. MAOISON. VI 57719). FOR SAFETY PR ACTICCS PRIOR i0r•'- / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED mi TC DL 7 . 0 PSF DATE 12/02/02 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. GRooFTRussDmsloN •IMPORTANT• FURNISHA COPY OF THISDESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSF DRW SLTUSR352 02336122 PRODUCTS. INC. SHALL NOT BE RESPOII SIBLE FOR AIIY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA 13LVD. BUILD THE TRUSSES IN CONFORMANCE WITH 1P1: OR FABRICATING. HANDLING. SHIPPING. IN5, ALLING AND * 1 2 APOPKA- F- 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF AIDS (NA110NAL DESIGN % STATE OF BC LL 0.0 PSF SLT-ENG /WMR SPECIE IC ATIO II PUBLISHED BY THC ANCR IC AN FOREST AND PAP CII ASSOCIATION) AOD TPI. AIP INE A 407- 2991522 CpNBEClOR3 ARE MADE OF 20GA ASTM A657 GRAD GALY, S1EEL. ETCEPT AS NOiCD. APPLY CONNECTORS TO OR:Or'• TOT. LD. 37.0 PSF SEON 33594 FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER P••n,~p c pRAWISIGS 160 A-C. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'SRIppIL D U R . F A C . 1.25 FROM R H PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFIUTE OF AUTHORIZAT10N M9218 COMPONENT FOR ANY PARTICULAR BUILOI14G IS THE RESPONSIBILITY OF THE BUILD11IG DESIGNER. PER Feb 03 '03 ANSI) TPI 1.1995 SECTION 2. SPACING 24.0" JREF - 1RY8352_Z02 1792m2A - RS1 THIS DWG PRFPARFD FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 3X6 (Al) 5X6= 2.5X4 sa 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98,.CLOSED VLDG, NOT LOCATED WITHIN 6.50 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 HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X60 5 X 6 6 r— (A) (A) 6 A) (A) 2X4111 * 9-4-0 5X8= 5X8= 2X4 III 3X6(A1) 1-4-0 1-4-0 h 1_ 15-0-0 _I_ 10-0-0 _1_ 15-0-0 _I 40-0-0 Over 2 Support R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY-: FL 1 R - Scale=.1875" Ft. WARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND • M. T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 4BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE l L INSTITUTE. SB7 O'ONOFRIO DR., SUITE 200. MADISON. WI 57119). FOR SAFETY PRACTICES PRIOR TO ••t IFI (•'• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PRO ERLY ATTACHED ; ( 1•Yr•.• T C D L 7.0 P S F DATE - 12102102 S MYTH LUMBER CO. SfR UCTUR AL PANELS. BOiTOH CHORD SHALL HAVE A PNOP ERLY ATTACHED RIGID CEILING Vol ROOFTRU55DIV1S10N ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No. 42704 BC DL 10.0 PSF DRW SLTUSR352 02336123 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FARPICA T ING. HANDLING• SHIPPING. 1111TALL ING AND l APoPKA. FL 32703 BRAC:BC LL O.O PSF SLT-ENG /WMR NG OFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE O%AF}• 407-299-1522 CONNECIORSSPEC 'CAT I AREPMA0 E S OF 020GA THE AS TMMA657AGR40FOREST GA LV.AND S PAPI EELCR EXCEPTIASINOTED. III A P PL YACO N NELIT RECTORS TO `•" FAX: 407- 2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS ER •.OR,O".•• TOT . LD. 37.0 PSF SEON - 33597 sSp PROFESSIONAL ENGINEERING DRAWINGS 160 A• 2. THE SEAL ON THIS OR AWIRG INDICA TCS ACC[fANC[ OF P0.0F ESSIOTIAL ENGINEERING "'NAL DUR. FAC. 1.25 FROM RH R ESPON518ILITY SOLELY FOR THE TRUSS COMPONENT DCSIGII SHOWN. THE SUf TAB IL IT ANO USE OF THIS CERTIFIUATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. Feb 03 U SPACING 24. 0" JREF - 1RY8352_Z02 Z22302A - R6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAF 11, 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= 2X4III 5X6= UAU— 1 — J A U = 3X6(A1) 3X6(A1) 1-4-0 1-4.0 h ti L 13-0-0 _I_ 14-0-0 _I_ 13-0-0 J 0-0-0 Over 2 Support R=1561 U=488 W=8" R=1561 U=488 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R - Scale=.1875" Ft. YARNING " TRUSSES REQUIRE E17REME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 5BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TPUSS PLATE I NSTITUTC. SBJ O'OROFRIO OR.. SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO 1 p IFI ••••, PERFORMING IHESE FUNCTIONS. UNLESS OTHCR"ISE INDICATED. TOP CHORD SHALL HAYC PROPERLY ATTACHED 3•fG %. T C D L 7.0 P S f DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS, BO11ON CHORD SNALI HAYC A PROPERLY ATTACHED RIGID CEILING. IMPORTANT FUR II I SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No. 42704 ROOFTRussDEnsloN *i * _* BC DL 10.0 PSF DRW SLTUSR352 02336124 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; Al1Y FAILURE TO c2722SounlAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND STATE OF ;• BC LL D.D PSF SLT-ENG 41MR APOPKA. FL 32703 BRACING OF TRUSSES. lHIS DESIGN CONFORMS "ITN AP LICABLE PROY1510 IS OF NOS (NATIONAL DESIGN / SPCC IF ICAT ION PUBLISHED BY THE AMCq IC All FORESI AND PAPER ASSOCIATION) AND TD 1. ALPINE %. 0 R'O •• f 407-zesT szz P.• `ci FAx 407.2999153 CONNECTORS ARE MAOC OF 20GA ASIM A65J GRAD GALY. STEEL. EICCPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 37.0 P f S E O N 33603 EACH FACE OF TRUSS. AND UNLESS OTH ER LOCATED OH THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRA"IBGS 160 A•I. THC SEAL ON THIS DRA"I"G IIIDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s NAII DUR.FAC. 1.25 FROM RH RE SPONSIBIL IIY SOLELY FOR THC lR USS COMPONCN! DESIGN SHO"N. THE SUITABILITY AND USC OF THIS CERTIFlGTE OF AUTIORlIAIION tt9218 CH 51/T PITI F I995 NSEPART CTIONC2lAR BUILDING IS 1NE 0.0 SPONSIB IL IIY OF THE BUILDING DESIGNER. PE Feb 03 '03 SPACING 24. 0" JREF - 1RY8352_Z02 LCC.SIICA - K/) TOP CHORD 2x4 SP #2, BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) = 5X6= HIS UNG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98,RCLOSED ,8LDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 8, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 2.5X4 = 5X6= 5X6= 2X4 2X40 6 r— 6 9-4-0 5X8= 5X6= 5X8= 3X6 (A1) _ 1.4-0 1.4.0 ty r L, 11-0-0 __I. 18-0-0 I 11-0-0 I 40-0-0 Over 2 Supports R=1561 U=490 W=8" R=1561 U=490 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. NARNIIIG•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB7 NOFRIO OR .. SUITE 200. HADISON, NI 57719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE';' UNCTIONS. UNLESS OTMERNI SE INDICATED, T01 CHORD SHALL HA YE PROPERLY ATTACHEDJA STRUCTURAL PANELS. BOITOM CHORD SHALL HAVE A PROPERLY To RIGID CEILING, IFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEEREDRoOFTRu55DrvI51oN PRODUCTS. INC.SHALL NO1 BE RESPONSIB LCFOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R, qy SIFT••. / N. T C T C BC L L D L DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 6 6 S MYTH LUMBER CO. DATE 12102102 DRW SLTUSR352 02336125 2722501m1APOPKABLVD. APOPKA, FL 32703 407- 299-1522 FAX: 407.2999153 BUILD iNE TRUSSES IN CONFORMAHCC WITH TPI: OR• FABRICATIN HANDLING. SHIPPING, INSTALLING ANDTA BRACINGOFTRUSSESTHISDESIGNCONFORMSNITHAPPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN CECTI ATORSIAq EPMADC SOF D2BGA TA STMNA697AGRAORGAIY.TNSiCCIPA CNEICCPiASSOCIASINO TEO'ID TAPPPI.L YACONIHE NECTORSTO40TOT.LD. EACH FACE OF TRUSS. AND UNLCSSOTHERNI SE LOCA IT0 ONTHISDESIGN, O SITIONCONNECTORS PER kif BC LL D.D 37. 0 PSF PSf SLT- ENG WMR SEON 33601 U R. F A C. 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFIA- ATE OF AumORRATION#9210 DRAWINGS 160 A-Z.THESEAL ONTHISORANIHG INDICATES ACCEPTANCE OF PROFCSSIOMAL ENGINEERING'v D RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOYM. THE SUI IAS ILITY AND USE OF IRIS ANSI/ TPI PIT1FOR ANSECTION CZLAR BUILDING IS THE RESPOIISIBILIIY OF THE BUILDING OE SIGNER, PER Feb 03 '03 SPACING 24 0" JREF 1RY8352 Z02 Q22302A - R8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5 X 6 =— 2.5X4 3X6(A1) _ 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2. 5X4 = 5X6= J AV — J A V— """ 3X6(A1) 1.4-0 1-4-0 i 9-0-0 I 22-0-0 I_ 9-0-0 _1 40-0-0 Over 2 Support R=1561 U=493 W=8" R=1561 U=493 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" ft. YARNING'• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND 8RACING. REFER TO HIB.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTI TU T C. 587 D'ONOFRIO DR .. SUITE :00. MApI SON, NI 57719). FOR SAFETY PRACIIC CS PRIOR TO P CRF ORMIMG THESE (UNCTIONS. UNIESS OTN ERWISE INpIC ATED. TOD CHORD SHALT HAYC DR OPER LY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAYC A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COO OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED RODUCTS. INC. SHALL NOT BE REIPOIII ISLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNSSPECIFICATIONPUBLISHEDBYTNCAMER )CAN F00.ESi AND PA EA ASSOCIATION) AND TPI. ALPINE 10CO.NEFACESOFRTRUSIE OF AG'LCSSlOTHERWiSCALOGAL . ON EL.THISCDICEPTCIIGNASPNO0. CONNECTORS M a IIF1'•, // N0. 42704 s STATE OF - A (, OR'Orf V T C T C BC BC TOT. L L D L DL LL LD. 20. 0 7. 0 10. 0 D. 0 37. 0 P S F P S F PSF PSF P} F R E f R 3 5 2-- 6 1 9 6 7 DATE 12102102 S M YTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTHAPOPKA BLVD. APOPKA, FL 32703 407- 2991522 FAr.: 407-299.9153 DRW SLTUSR352 02336126 SLT- ENG 4JMR SE0N 33605 D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGDRAW11GS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS VR M SPACING 24.0" JREF 1RY8352_Z02 CERTIFICATEOFAUTHORIZATION#9218 BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANTI/ TPIlIFIR ANY SECTION Feb 03 LLL.SULA - Ky) TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. I viz, ueu rMerAmtu rMvn LvnruICn Lnrui LLINIUD 0 vlrIL1131 I auvrn II — U. ..„1 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98,.PART. EPIC. 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. IN LiEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X8= 2.5X4111 7X8!m 2.5X4III 6X8= m Appp" i -qqq 2.5X4 III 8X8= 8X8= 2.5X4 III 4X6 (Al) 4X6(A1) 1-4-0 15-0-0 ,1 1-4-0 Lr 7-0-0 I 26-0-0 _I_ 7-0-0 _I LE 40-0-0 Over 3 Support R=651 U=439 W=8" R=3887 U=2300 W=8" R=1637 U=1020 W=8" 9-4-0 LT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EI7REME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTIIUTC. SBO D'ONOF0.10 DR .. SUI TC 200, MADISON, WI 5J7191. FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. iOP CHORD SHALL NAYC PRO PCR IY AiTAC HCO SIRUCiURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACRIO RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS OESIG11 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM iH IS DESIGN: ANY FAILURE TO R G j lFl( ••. Nn fGv -7% Z No.42704 : T C T C BC L L D L DL 20.0 7. 10. O 0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 6 8 DATE 12102102 S M YTH LUMBER CO. ROOF TRuss Drvis1oN DRW SLTUSR352 02336127 SLT-ENG /WMR2722Sour" APOPKA 6LVD. APOPKA.FL 32703 407-299.1 522 FAX: 407.299 9153 BUILD iHC TR USSCS IN CONFORMANCE WITH iP 1. OR FABP ICATIN G. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AII0 PAPER ASSOCIATION) AND iPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL, EIC EPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCA IED ON THIS DESIGN, POSITION CONNECTORS PER S _ 1, STATE OF t, Q` A-. 0 R1Qo' BC. T 0 T. LL L D. 0.0 37.0 PSF P S F S E O N - 33607 DUR. FAC. 1.25 FROM RHPROFESSIONALENGINEERING GER7IFIC:ATE OF AUTHORIZATION s9218 DRAWINGS I60 A-E. THC SEAL ON THIS DRAWING I'll ICA iES ACC EPiAIICE OF PROFESSIONAL ENGINEERING R ESPO NSIBILl Y SOLELY FOR THE TRUSS COMPONENT ESIGN SNO WN. THC SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. INAL. F e b 03 '0 3 SPACING SEE ABOVE JREF - 1RY8352_Z02 1123uzA - HIU THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T3, T4 2x4 SP #2: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 9-4-0 3 1.4-0 ry 120 MPH WIND, 14.32 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-. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4111 2X4111 3X10= 6X6= 2X4 III 1-5.0 20-0-0 _i 19-11-0 I f 10-6-0 —1— 10-7-0 18-10-0 39-11-0 Over 2 Supports R=1569 U=481 W=8" R=1552 U=481 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING•• TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20. 0 c PSFFBRACING. REFCq TO HIB9l (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. IaI D'0110 FRIG DR „ SUITE 200. MADISO N. NI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UIILESS OTHERWISE INDICATED, IOP CHORD SHALL MAYE PROPERLY ATTACHED TIFI •'• // f ( A r T C D L 7. 0 P S F R E F R 3 5 2-- 6 1 9 6 9 DATE 1 2 / 0 2 / 0 2 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT IACHCD RIGID CEILING. t ND. 42704 DR4J SLTUSR352 02336128 ROOFTRUSSDIVISIONIMPORfANi•• FURNISH A COPT OF THIS DCSIGII TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIAIION FROM THIS DESIGR: AMY FAILURE TO 1 7E2 * '* BC DL 10.0 PSF 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 GUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t STATE OF tQ` BC LL 0.0 c PSFSLT-ENG WMR 407. 2931522 SPEC IFIUTION PUBIISHEO BY THC AMEq IC All FOR ESi AMD CAPER ASSOC LtT10N) AND TPI. AIPiNE t, t O R10.0f v FAX: COIIN EC TORS ARE NADC OF 20 GA ASTM A6IC GRAD GAIT, STEEL. EICEPI AS NOTED. APPLY CONNECTORS TO T 0 T L D . 7 . 0 P S F S E 0 N 33614 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s/ONAt OUR F A C 1 25 FROM R H PROFESSIONALENGINEERINGDRAWISGS 160 A-L. THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL EII GINEERING RESPONSIBILITY SOLELY FOR THE INSS COMPONENT DESIGN SHOWN. THE SUITAST IiY AIID USC OF THIS CERTIFICATE OFALITT/0R17ATON 492.8 ANSIONENTIFORAMSECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 '03 SPACING 24.0" JREF 1RY8352 Z02 L4C3ULA - K11) TOP CHORD 2x4 SP #2. BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W10 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 15.82 TC From 81 PLF at 15.82 to 81 PLF at 39.92 TC From 54 PLF at 39.92 to 54 PLF at 41.46 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 39.92 BC From 4 PLF at 39.92 to 4 PLF at 41.46 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 9-4-0 3 INIJ UNU NKtNAKtU tKUM LUMNUItK INI'UI (LUAU) 6 UIP1 N)IMQ JUUMIIItU UT IKUJJ MPH. 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98,"PART. RNC. 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. 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. 7X8= 2. 5X4 = 5X6= 3X4= 45 13-11-8 31E 7-1-0 1-5-0 20-0-0 _1 19-11-0 14-3-06-6-019-2-0 39-11- 0 Over 4 Supports R=589 U=406 W=8" R=827 U=436 W=7" R=1336 U=682 W=7" R=1020 U=528 W=8" T 411 80 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:1 FL 1 R Scale 1875" Ft. YARNING " TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. RCFCR TO HIB.9l (HANDLING 1RSIAILING AND BRACING)• PUBLISHED BY IPI (TRUSS PLATE IN NSTITU IE. SB] O'0110 FR IO OR SUITE 200. MADI SON. WI53T19). FOR SAF C7Y PRACTICES PRIOR TO ERFORMIMG TMC SE FUNCTIONS. UNLESS OTHERWISE IN0 CRIED. TOP CHORD SNALL HAVE PROPERLY AfIACHEO M. ZIFI ' T C TC L L D L 20.0 7. D P S F P S F R E F R 3 5 2-- 6 1 9 7 0 DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 02336129 ROOF TRUSSDTVISION IMPORTANT'• FURNISHACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42704 BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM iH IS DESIGN: ANY FAILURE TO 1 j 7 SLT-ENG WMR2722 SOUTH APOPKA BLvD. BUILD THE I USSES IN CONFORMANCE PITH IPI: ON FASA IC AIING. HANDLING. SNIPPING. INS T ALL 1 11 G AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN BC LL 0.0 PSF APOPKA. FL 32703 407.299.1 522 NATIONAL SPECIFICATION PUBLISHED BY THE AHC0.ICA11 FOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE STATE OF j Q` ti k FAx407.299 9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALT. STEEL. EICCPT AS NOTED APPLY CONNECTORS TO EACH F4CE OF iRU55. AND UNLESS OTHERWISE LOCATED ON TN IS DESIGN, POSITION CONNECTORS PER 4 O R10 r V T 0 T L D . 37.0 PSF S EON 33620 VuPoNA`,P PROFESSIONAL ENGINEERING DRAWINGS 160 A- E. iHC SEAL ON THIS DRAWING I110ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM RH RCSPONSIBLL ITY SOLELY FOR THEiRUSSCOMPONENTDESIGNSHOWN. THE SUITAB ILITY AND USE OF THIS CERTIFICATE OF AUT}IDRIZATION It92 I ICULAR BUILDING IS THE RESP011S IBILITY OF TOE BUILDING DESIGNER. PE EI/T F 199 ANSE Feb03 'U ANSMP P ITT SECTION SPACING SEEABOVEJJREF1RY8352_ZO2 Z22302A - R12) THIS DWG PREPARED FROM COMPUTER INPUT CLOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W3 2x4 SP #2: Rt Wedge 2x8 SP #1 Dense: 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4111 5X4'= 13-0-0 9-4-0 cA4 UI 2.5X42X4 (Al) It 4 ylE 13- 11 -8 I I1'4'8I1'4'0I 4-10-0 1 7-6-0 14-3-0 8-1-0 22-4-0 Over 3 Supports ' I R=597 U=367 W=8" R=767 U=375 W=7" R=451 U=344 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 - R - Scale =.25" Ft. WARNING•• TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND • R T C L L 2 D. D P S F R E F R 3 5 2-- 6 1 9 7 1BRACING. RCFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T/I (TRUSS PLATE I NSi ITU7C. SB7 D'ONOFRIO DR .. SUITE 2D0. MADI SON. WI 5)119). FOR SAFETY PRACTICES RR TOR TO L•-IF1••. / PERFORMING THOSE FUNCTIONS. UNLESS OTHERWISE INO ICATCD. TOP CHORD SMALL HAVE PROPERLY ATTACHED . T C D L 7.0 P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS. BO T10M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSSDIvISION IMPORTANT FURNISH A COPY OF THIS DCS16N TO IHC IIISTALLATIOX CONTRACTOR. ALPINE ENGINEERED t P10.44iO4 BC DL 10.0 PSF DRW SLTUSR352 02336130 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * *I 2722 Saum APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING ANDk.,.STATE OF APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORHS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNB C L L D. D P S F S L T- E N G / W M R 407.299.1522 PCCIFiCATI011 PUBLISHED IT THE AMCRICAN FOREST AND PAPER ASSOCIAT1011) AND TPI. AIPiNC PCOIINCCTO0.5 ARE MADE OF TOGA ASTM A653 GRAD GALY. S1ECL. CICEPT AS NOTED. APPLY CON NECIORS TO .. O R,OT0T. LD.37.0 PSF SE0N - 33628 FAx: 407-2999153 EACH FACE OF IRUSS. AIID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERPROFESSIONALFlTGINEERIIJI-, ORAMINGS I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTARCC OF PROFESSIONAL ENGINEERINGS NA t D U R . F A C . • 1 . 2 5 F R 0 M R H RESP011 SIBI LI I Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUT710RDATION U9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Fe b 03 '03 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1RY835.2_ZO2 LeeJULA - K13) ' IHIS DWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMIIIED BY IRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 7.42 TC From 81 PLF at 7.42 to 81 PLF at 22.33 TC From 54 PLF at 22.33 to 54 PLF at 23.80 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF 'at 22.33 BC From 4 PLF at 22.33 to 4 PLF at 23.80 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98,.PART. ENIC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. 13-0-0 9-4-0 2X4(A1) = 2.5X4 1-4-0 _I I1-4-811.4-0 t y 13-11-8 t yt LE 14-10-0 _I_ 7-6-0 J ff 14-3-0 8-1-0 ''l1 22-4-0 Over 3 Supports R=633 U=368 W=8" R=1004 U=582 W=7" R=579 U=346 W=3.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1a OTY:1 FL 1 R - Scale =.25" Ft. XRNING" TRUSSES REOUIRE EXTREME CARE III FABRICATION. HANDLING, SHIPPING. INSTALLING AND CING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE , R TC L L 20. 0 P S F R E F R 3 5 2-- 6 1 9 7 2 INSTITUTE. SBJ D'ONOFRIO OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO •/"A7/j-/ P CRFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED IFIcw`•, TL. D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PAXEIS. BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING. /V 1•: ROOF TRUSS DIVISION • IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ? !< NO.4i%04 S BC DL 10.0 PSF DRW SLTUSR352 02335131RODUCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 2722SOlZT'FIAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR F48RICATING. HANDLING. SHIPPING. INSTALLING AND 7N = APOPKA. FL 32703 GRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i BC L L 0. 0 P S F S L T - E N G / WM R SP CC IFIC A TION PUBLISHED BY THE AMERICAII FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE t STATE OF 407.29J-1 522 CON N CC TORS AR MADE OF 20GA AS TM AG 57 GR AO GALY, SiECI. ESC EPT AS NOTED. AP FLY CONNECTORS TO ti• Pf t, FAx: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER n oRiQ,.•• ` TOT. LD. 37.0 PSF SEON - 33631 PROFESSIONAL ENGINEERING DRAWINGS III A,Z. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING u MNA D U R . F A C . 1.25 FROM R H R ESPONSIBIL IIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TMC SUITABILITY AND USE OF THIS YY f• CERTIFICATE OF AUTHORIZATION 409218 COMIZTPITIFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DC SIGNER, PER Feb 03 ... SPACING SEE ABOVEJ JREF - 1RY8352_Z02 LLL.SULA K14) iniz, vnu rKcrAmcu rKvn turiruicn inrui t-- a u.ncnaavnaT a —11 TOP CHORD 2x4 SP 2 120 MPH WIND, 10.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 2.5X4 Lc1-4-OY L 9-3-0 I 9-8-0 _1 18-11-0 Over 2 Support R=689 U=202 W=3" R=792 U=288 W=8" 8-0-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:3 FL 1 R - Scale =.375" Ft. YARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 7 3BRACING. REFER TO HIB .91 (HANDLING INSTALLING AND OR AC INGI, PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ D'ONO FRIO DR.. SUI 1E 200. MADISON, WI 5J219). FOR SAFETY PRACTICES PRIOR TO •Z IFI'•. ,11A, PERFORMING THESE FUR TI0115. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED •f' .'.• T C D L 7 . 0 P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAY[ A PROPERLY ATTACHED RIGID CEILING. ROORTRUSSDIVISION " IMPORTANT'• FURNISN A PY OF THIS OESIGII TO THE INSTAILAiI011 CONTRACTOR. ALPINE ENGINEERED : No.42704 BC DL 10.0 PSF DRL'J SLTUSR352 02336132 PRODUCTS. INC. SHALL NOT CoBE RES ONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * 1 2722 SOUTH APOPKA BLvO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7 BC L L 0 .0 P S F S L T - E N G W M R APOPKA, Fl- 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF •ip: 407.299-1 522 SPECIFICATION UBLISHE0 BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND I". ALPIIIE •,AC` p (`A:I COIIN EC T ORS ARE MADE OF 20GA AST- A65J GRAD GALV. STEEL. EXCEPT AS NOTE0, APPLY CO NRECTORS TO O R,O,.•• T 0 T . L D . 3 7 . 0 P F S E 0 N - 33633 FAX: 407-299.91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PER • fR••^•'• PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS OItAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S'`•NAt ° DUR.FAC. 1.25 FROM RH R C SPOHS IB1L ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATON#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 'OJ SPACING 24.0" JREF - 1RY8352_Z02 ANSI/TPI 1-1995 SECTION L,ZJULA - K15) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4 (A1) In la UKU rntrAKtu rMUPI LUMI`UItM IRruI [LUAUa a U1Mril a I Vila aU01-1I ILU 01 11Uao --1- 120 MPH WIND, 10.40 FT MEAN HGT, ASCE 7-98,.CLOSED iPLOG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II. EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 2X446 2X4 6 r-- 6 8- 0-0 nx e 2X4 ( Al) aa L1- 4-0 L1-4-0j I_ 9-8-0 I_ 9-8-0 _1 19- 4-0 Over 2 Supports _ J R= 796 U=282 W=8" R=796 U=282 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R - Scale=.3125" Ft. HARM ING•• TRUSSES REOUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND R T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 7 4 BRACIIIG. REFER TO HIB-91 (HANDLING INSTALLING AIID BRACING). PUBLISHED BY IP1 (TRUSS PLAT[ I NSTITU TC. 583 D'ONOFRIO DR., SUITE 200. MADISOH, WI 57119). FOR SAFETY PRACTICES PRIOR TO 'Fj IPI •''••. P [ RF ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA LED. fOP CHORD SNAIL XAYE PROPERLY AiTAC HCD •'• T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STIR UC TUR AI PANELS. BOTTON CHORD SN ALL MAY( A PROPCgLY ATfACNCD RIGID CC IIING. ROOFTRuSSDlv151C) N "IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED f No.,42704 's BC DL 10.0 PSF DRW SLTUSR352 02336133 PRODUCTS. IN SHALL NOl RE RES ONSIB LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7{ APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIOIIS OF LIDS (NATIONAL DESIGN SS STATE OF ;'Q` BC LL 0.0 PSF SLT-ENG /WMR 407 299-1 522 SPECIFICAT(DN PUBLISHED BY THE AMER IC FOREST AHD PAPER ASSOCIATION) AND TPI. ALPIIIE O RIOP / TOT. L D . 37.0 P S F S E O N 33635 CONNECTORSAREHADEOFTOGAASTMA653GRADGALY. STEEL. ETCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299.91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A". THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ioNAIL. D U R . F A C . 1 .2 5 FROM R H PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION#921B COMPONENT lFOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 '0s SPACING 24.0" JREF - 1RY8352_Z02 LLLSveA - K10 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 5X4= I nIJ UNu rmc—mcu —vn lvrlrvILn 111-1 LLVnUJ a UI ri[nJI v—J Uv 1ll llv 120 MPH WIND, 10.23 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 2X4o 2X4 6 1 6 jzr 8-0-0 5X10= 2X4(A1) = 2X4(A1) _ Li-4-oIj (<i-4 10 I— 9-0-0 _I_ - a-_ 1_ 9-0-0 _1 Ile 19-4-0 Over 2 Supports R=796 U=280 W=8" R=796 U=280 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TP1 STD FL BLDG CODE I la OTY:1 FL 1 R - Scale=.3125" Ft. WARNING'• TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER 10 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTI TUTC. 5B] O'ONOFRIO 00... SUIIE 2DO. MA ISO WI 53719). FOR SAFETY RAEIIE CS PRIOR 10 ORNING TXESE FUNCTIONS UIIIC SS OTHERNI SE INDICA TCD. TOP CHORD SHALL HAVE PR OPER IY AiT AC HEOPEOR M c4l•• T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 6 1 9 7 5 DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V"v •. DRW SLTUSR352 02336134ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 N0.42704 ' BC DL 10.0 PSF 2722 SOUTH APOPKA BLvD. PR ODUCIS. INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 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 5 BC LL 0.0 PSF SLT-ENG WMR APOPKA,FL 32703 407-299-1 522 SPECIFICATION PUBLISHED BY TNC AN ER IC AN FOR CSI AND PAPER ASSOCIAT ION1 AND TP 1. AL P I TIE CONN ECFORS 0 MADE OF 20GA ASTM A65J GR AO GALY STEEL. CICCPT AS NOTED. APPLY C011NECTORS TO S STATE OAF •' A4 [,f :jR'O TOT L O . 37 0 P F S E O N 33637 FAx: 407-2-999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER O D U R F n C . 1.25 FROM R HFlWGINEERINCI. DRAW InGS IGO A-L. THE SEAL ON THIS 0 AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING N PROFESSIONAL R CSPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Y SPACING 24.0" JREF 1RY8352_ZO2CERTIFICATEOFALITHORIIATION09210COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION — F e b 03 L443114A - K11 FH15 UMG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2':T2 2x6 SP #1 Dense: BOT CHORD 2x6 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. 5X4= 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED,BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIi4D 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. 6X8= T2 61 1 6 8-0-0 7X6= 2.5X4 III 3X6(A1) = 3X6(A1) 1 - 4 2.,j Q - 4 0 1— 7-0-0 I 5-4-0 I 7-0-0 I 19-4-0 Over 2 Supports R=1460 U=602 W=8" R=1460 U=602 W=8" PLI IYP. Wave 1PI-95 Design Criteria: TPI STD FL BLDG CODE OTY:1 fL - 1 R - Scale=.3125" Ft. NARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BR ACIN6. REFE0. 70 HIB-9l (HANDLING INS7ALLIN6 AMD BR hC LNG). PUBLISHED BY 1 I (TRUSS PLATE IN STI7U7 E. SB7 D'ONOFAI0 DR . SU1TC 200. MADIS011. WI 57719). FOR SAFETY PR ACTIC CT PA TOR 70 PERFORMING THESE FUNCTIONS. UIIlESS OTHCRVI SE INDICAiEO. TOPCHORD SHALLMAY[ P0.0PCRLY 4iTACHED STRUCTURAL PANELS. BOTTOM CH00.D SHALL HAVE A P0.0CCALY ATTACHED RIGID CEILING. M R' ly tIFI•c•w'•. XTr•. I ; G ; Yy T C T C L L D L 2 0. 7. 0 0 P S F P S F R E F R 3 5 2-- 6 1 9 7 6 S MYTH LUMBER CO. DATE 12102102 DRW SLTUSR352 02335135ROOFTRUSSDIVISION 2722 SoLFTH APOPKA BLvD. APOPKA.FL 32703 407.299 1 522 FAX: 407.299 91 53 IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR hNY 0EYIA110N FROM IH IS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRIC A71JIG . HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICAi ION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COHN ECTORS ARE MADE OF 2OGA ASTM A657 6A 40 GAL Y. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER f No.4"2704 $ A 7y{, STATE OF tQ• Q R,Q r•• a` c 1= ••• •••• `_ BC B C T 0 T DL L L L D . 10. 0 0. 37. D 0 PSF P S F c PSFFS L T - E N G L'IM R S E 0 N 33639 D U R F A C . 1 .25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION#9218 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RCSPONSIBIIIiY SOLELY FOR THE TRUSS COMPON E111 OESIGII TMOWN. THE SUITABILITY AND USE OF THIS COMPONENT 1 F1995ANY SEPARTICULAR BUILDING IS THC RE PO NSIB ILIiY OF THE BUILDING DESIGNER. PEN 1/ i• Feb 03 'U3 SPACING SEE ABOVEI JREF 1RY8352 Z02 LCLJULA - K16) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 5X4= In 13 UNU rKCVAKCU rKurl l,urlruiCK IlrruI LLUAU J O U11-ICnJIVI— 1 JU0I'I111— U1 1 120 MPH WIND, 15.00 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. 6 6 9- 4- 0 2 X 4 III 2 X 4 III 3X4 (Al) 3X4 (Al) Lc1-4- 0>J L<1.4.OY 1_ 7- 0-0 -1-4-01_ 7-0-0 _I 15-4-0 Over 2 Supports R=1103 U= 559 W=8" R=1103 U=559 W=8" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale =.375" Ft. WARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND B0. ACIlIG. RCFER TO HIB-91 (HANDLING INSTALl111G AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI TU TC. SB3 D'OIIOFIT I OR.. SU I TC 100. MADISDN, vi 53719). FOR SAFETY PRAE 7IE ES PRIOR TOrv po( TNCSC FUNCTIONS. UNLESSOTHERWISEINDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE 0.ESfONSIBLE FOR AHY DEVIATION FROM THIS DESIGN: ANv FAILURE TO IFI ••'•PERFORMING '• ROOFTRUSSDIVISION N0. 42704 T C TC BC L L DL DL 20 7. 0 10. 0 O P S F PSF PSF R E F R 3 5 2-- 6 1 9 7 7 DATE 12/02/ 02 SMYTH LUMBER CO. DRW SLTUSRJ52 02335135 S L T - E N G WM R 2722 SOUTH APOPKABLvD. APOPKA. FL 32703 407-299.1522 FAx: 407-299. 9153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTVTomz A-naN s9210 BUILD THE TRUSSES IN CONFORMANCE WI TN TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (IAIIO"AL DESIGN SPECIE IC ATI0N PUBLISHED BY THE AN ERICAN FOREST AMD PAPER ASSOCIA110N) AND T I. ALPINE CONNECTORS ARE MAD, OF 20W ASTM A653 GRAD GAL Y, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UIILES$ OTHERWISE LOCATED 011 THIS DESIGN, POSITI OII COMIIECi00.S PCR ORAWINGS 160 A ,. THE SE Al ON THIS DRAWING INDICATES ACCCPTANC[ OF PROFESSIONAL EIIGINEENING pESPONSIB ILITY SO LILLY FOR IHC TRUSS COMPONENT DESIGN SHOWIT IHC SUITABILITY AND USE OF THIS COMPO NEAT FOR Al1Y PART ICUTAR BUILDING IS IHC RESPOIISIBILIIY OF THE BUILDING DC SIGNER, PER ABSI/TPI 1- 1995 SECTION 2. 1 t STATE OF OR p.' NAI% L Feb 03BUJ B C TOT. LD. L L 0. 0 37.0 P S F PPS SEON 33611 D U R F A C . 1 . 25 F R 0 M R H SPACING SEE ABOVE JREF 1RY8332_Z02 L44JUZA - K17 IMIJ UNU MKtPAHtU rHUP1 LUMPUItH INPUT (LUAU) 6 UIMtNbIVIYb) Z)UUMIIItU TIT IMU» MrK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 3X4= 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98 „ CLOSEDLBLDG, LOCATED ANYWHERE IN ROOF, CAT i1, EXP B, WiND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6F- 6 9-4-0 3 X 4 III 3 X 4 (A1) = 3X4 (Al) L<1-4-0>J Lc1.4-0>1 1— 7-2-0 _I_ 7-2-0 _I ICE 14-4-0 Over 2 Supports R=1066 U=550 W=8" R=1066 U=550 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:1 FL 1 R - Scale =.375" Ft. WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 70 HIB•91 (HANDLING INSTALLING AIID SRACIIIG). PUBIISHEO BY TPI (TRUSS PLAT[ I LIST ITUiE. SB3 D'ONOFR IO DR.. SUITE 200. XADISON, YI 5)719). FOR SAFETY PRACTICES PRIOR f0 f CRF ORMING TM ESE FUNCTION S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IMC. SHALL NOT BE RE SPONSIBIC FOR AIIY DEVIATION FROM iH IS DES1611: ANY F41lURE TO BUILD THE TRUSSES IN CONFORMANCE WI IH TPI: 00. FABRICATING. HANDLING. SNIPPING. INSiALLi I1G ANp BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMCP ICA II FOREST AI10 PAPER ASSOCIATIOIq AI10 TPI AIPIHE CONNECTORS ARE MADE OF 20GA AST A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF iRUS3. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOIC ATES ACCCPTA NCE OF PROFESSIONAL EIIGIIIEER INGslnN` RC Sf ONS TBIL liY SOLELY FOR THE TRUSS COMfONCI17 OE516I1 SHOWN. "'THE SUITABILITY AND USE OF THIS M M /QgTCZIF1'• y ci • j N0.42%04 1 y, AN • 7{ j STATE OF A L T ? / 40 R O•'•" off// N T C BC BC T 0 T L L D L DL LL L D . 20.0 7.0 1D.D 0.0 37.0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 6 1 9 7 8 SMYTH LUMBER CO. i 00FTRUSSDIVIs10N 272250UT7.I APOPKA BLVO. APOPKA, FL 32703 407.299 1522 FAx: 407-299-91 53 PROFESSIONAL ENGINEERING DATE 1 2 / 0 2 / 0 2 DRl'J SLTUSR352 02336137 SLT-ENG 4JMR S E 0 N - 33641 DUR. FAC. 1.25 FROM RH E:ErmFl('JITE OF AUTHORIZATIONSt9218 COMPONENTPARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER INSI/TPI L995SECT IOII2 Feb 03 _ SPACING SEE ABOVE JREF - 1RY8352_Z02 LLLJULA FIT) no nor — ,• , L- .. ..... ......... TOP CHORD 2x4 SP 2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED BOT CHORO.2x4 SP 2 ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP 3 HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 1 LE 1.10-10 r, 9-11-9ice ' I 9-10-1 Over 3 Supports R=401 U=318 W=11.314" 1 R6237 U=278 3-9-15 R=3012 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:7 FL 1 - R - Scale =.375" Ft. NARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. Me iTl/. L L 20.0 P S F R E F R 3 5 2-- 6 1 9 7 9 INSTITUTE, 583 D'ONOFRIO OR.. SUITE 200. MADISON, MI $3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IMC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRAE IMG OF TRUSSES. THIS DESIGN CONFOR HS WITH APPLICABLE IT OYISIOIIS OF NDS (NATIO NA I DESIGN SPECIFICATION PUBLISHCO BY THE ANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TNISCDESIGIIPT A SPOSITIOX CONN[CTOR SIIP ER ORS TO E ACHCONNEF ACE C To ITS ARE T0. USSC AIID OF 2UNLESSTOTHE0.NISCALOCATEO ONSTEEL. tlFl•• 10 i N8. 42704 ' S j STATE OF ; k f t 4 Q R1O'V V T C BC B C TOT D L DL L L L D . 7.0 10.0 0.0 3 7. 0 P S F PSF P S F PSF DATE 12102102 S MYTH LUMBER CO. RooFTRussDrvlsloN 2722 SOUTH APOPKA 6Lm APOPKA. FL 32703 407.299- 1 522 FAN: 407- 299 9153 DRW SLTUSR352 02336138 S L T - E N G WM R S E O N 33643 D U R F AC . 1.25 FROM R H PROFESSIONAL ENGINEERING DRAWI,"GS 160 A, f. THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IT SPONSIB IL ITY SOLELY FOR TM TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING SEE ABOVEI JREF 1RY8352_Z02 CERTIFICATE OF AUTHORIZATION#9218COHPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1.1995 SECTION 2. Feb 03 'u LeZJU4A - til I nIJ UMU VKtrAKtU rKUPI L.UPIrUItH INrUI (LUAU) a U u9tnaLUR3) 3UDI9I IILU DI Inuaa rirn. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. I<1.4-0>1F 7-0-12 i -7-0-0 Over 3 Supports R=363 U=251 W=8" 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98,"PART. 6NC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -10-4 R=163 U=180 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:16 1 R - Scale =.375" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBIISHE0 BY TPI (TRUSS LATE INTTITU TC. TBJ D'0110 FRIO DP., SUIT[ 200. HAD IS011. WI SJll9). FOR SAFETY R ACTICCS PRIOR TO PE RFORMING THC SC FUNCfIONi. UNLESS OIHERWISC INDICATED. TO CHORD SMALL HAY[ R OPER IY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATIACHED RIGID CEILING. INPORTAIIT•• FURNISH A COPY OF THI$ DESIGN 70 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 AHO BR ACIXG OF TRUSSES. THIS DESIGN CONFORMS WITH AP I IC AB LE PROYISIOFIT OF NDS (NATIONAL DCTIGN SPECONC IF ICAf1011 PUBLISHED BY THC AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EACHEFACESOFARE TRUSS. A1IDZUNLCSSOGA T0 HERWISEALOCATED ONETHISEDESIGN. POSITX EPTASIONCONNECTORSAPPLYCORRECTORSTOMM. R IFI •'• 1 NO. 42704 1 lA jS STATE OF t f/ lFL T CTC BC 61. TOT. L L D L DL L L LD. 20. 0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 6 1 9 8 0 S MYTH LUMBER CO. ROOFTRuSsDtvislON 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 7-299- 1522 FAxO407-299. 91153 DATE 12102102 DRW SLTUSR352 02336139 S L T - E N G / WM R SEON 33659 D U R. F A C. 1. 2 5 FROM S D Y PROFESSIONAL ENGINEERINGINGRESPONSIBILITY SOLCLYTFORTEAL IHC TRUSSIC0MPONENT0ESIGNTSHOWNCEPTANCE 7HE SUITABIl17Y0AND USEOFPROFESSALIOFEIHIS SPACING 24.0" JREF 1RY8352_Z02 CERTIFICATE OFALIMORIZATIONYr9218 COMPONENTCUARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER SECTION FOR AN ANSIJTPI 1- 1995 Feb 03 LLCJULN - Ul IHIS UWU PREPARED FROM CUMPUIER INPUI (LOADS & DIMENSIONS) SUBMIITED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.57 FT MEAN HGT, ASCE 7-98, PART. ENC. 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. 6 f 2X4 (Al) Lc 1-4-0 1-0-12 1-0-0 Over 3 i 0 I14 U 180 9 4 U=180 R=247 U=280 W=8" PLI IYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:14 FL 1 R - Scale =.375" Ft. WAR"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M M /Q T C L L 2 0. 0 P S F R E F R 3 5 2-- 6 1 9 8 1 NING-' RCFCR TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE Q, i NSTIfUTC. SBO D'ONOFR IO OR .. SUIT[ 200. MAD ISON, YI 5J719), FOR SAFETY PRACTICES PRIOR 10 T1FI ••'•"I PCRFFORMTHESEFUNCTIONS. UNLESS OIHE R'H ISC INDICATED. TOP CHORD SNALL NAY[ PRO ER LY ATTACHED ; ( rV T C D L 7.0 P S F DATE 12102102 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE 4 PROPERLY ATTACHED RIGID CEILING. o 0• ROOF TRUSS DIVESION *PRIMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j NB.427014 BC DL 10.0 PSF DRW SLTUSR352 02336140 OOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO IT' 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORHA NCE WITH TP 1: OR FABRICATING. HANDLING. SHI PP I II G. INSTALLING AI1D APOPKA• FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t STATE OF r` BC LL 0.0 PSF SLT-ENG /WMR 407. 2931522 CONNECTORS 1AR EPMADESOF 020 GA TASTHMA65JI IC AGRA0 GAL VOREST NSTEELERCICCPfIASINOTEO'ID TA PPL Y ALPINE NNE[ TORS TO 1 P.f V FAIL: 407.2s9.9153 ,,OR1• TOT .LD. '•37.0 PSF SEON - 33648 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER pV PROFESSIONAL ENGINEERING RESPONSIBILITY 160 A-E THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING BUR. FAC. 1.25 FROM RH RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORT7ATON N92.8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI( TPI 1-1995 SECTION 2. Feb 03 SPACING 24.0" JREF - 1RY8352 Z02 Lee-W4A - U4) INIS UM6 PHLPAHLU hHOM LUMPUILK INPUT (LOAUS 5 UIMLNSIM)) SUHMIIILU UT IKU » MhK. TOP CHORD 2x4-SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1T10 4 R-47 U=180 1-10-3 kal0R=23 U=180 Lc1-4-0>13-0-12--->j 3-0-0 Over 3 Su ports R=234 U=198 W=8" 120 MPH WiND, 10.06 FT MEAN-HGT, ASCE 7-98 „PART. 6NC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WiND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:13 FL 1 R - Scale =.375" Ft. N ARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M.' A T C L L 20.0 P S FBRACING. RCF ER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE INSii TUiE. SB7 D'OIIOFRIO DR .. SUITE 200. MADISON, YI 57I I.FOR SAFETY R ACTIC ES PRIOR TO PERFORMING THE SC FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH MAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.fG 1 t IFI •'•., f(g-'Y.'. Tl. D L 7.0 P S F R E F R 3 5 2-- 6 1 9 8 2 S MYTH LUMBER CO. DATE 12102102 DRW SLTUSR352 02336141ROOFTRUSsDivis10N IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 I BC DL 10.0 PSF 2722 SOUTH APOPKA BLvD. PRODUCIS. INC. SHALL IIOT YE RES PONSIRIC FOR ANY DCYIATION FROM THIS DESIGN. ANY FAILURE TO BUILD THC TR USSCS III CONFORMAIICE YITH TPI. OR FABR ICAi ING. HANDLING. SHIPP IIIG. INSTALLING AND f 71C SLT-ENG WMRt BC LL 0.0 PSFAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO(NATIONAL DESIGN STATE OF 407- 299-1522 SPECIFICATION PUBLISHED BY THC AXERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIIIE 1'jQ. J VVV CONNECTORSAREMADCOF20GAASIMA653GRADGALY. STEEL. EXCEFi AS NOTED. APPLY CONNECTORS TO Q R'O Vv T 0 T L D . 37.0 P S F S E 0 N 3 3 6 5 0 FAx: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCAIEO ON THIS DC SIGN. POSITION CONNECTORS PERX•'••••••"• D U R F A C . 1.25 FROM R H PROFESSIONAL ENGINEERINGDRAWINGSI60 A -I. THESEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPON SIBILI IY SOLELY FOR THE TRUSS COMPOY EXT DESIGN SNOYH THE SUITABILITY AND USE OF THIS SroNa E CERTIFICATE OF AUTHORCIATION# 9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1. 1995 SECTION ; Feb 03 'U SPACING 24.0" JREf 1RY8352 Z02 LLCJUCA - LS TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -10-4 R=108 U=180 2-10-3 0 R=48 U=180 L<1-4-011- 5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8" InIJ unu—crAncu F-1-1 t— -. a n ne/1 I'll,i v — ,,. .. -- 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:13 FL 1 R - Scale =.375" Ft. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALlIN6 ANp BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADI SO N, WI 53119). FOR SAFETY PRACTICES PRIOR TO P CRF ORMING 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 OE SI GN TO THC INSTALLATION CONTRACTOR. ALPINE ENGINEERED= PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIAf ION FROM THIS DESIGN; ANY FAILURE TO 1F1 •'• c( r•. f No. 42704 7Ci* T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 8 3 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02336142 SLT-ENG 4lMR2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407-29}1522 XFA407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYIS IONS OF NOS (NATIONAL DESIGN Sp EC F] ATCONNECTORSI AREMADEPUBLISHEDT ALPINE OGAT ASTMHE MA653AGR40R GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER i STATE OF • ti R1O `• e v vs/n — v BC TOT LL LD. 0. 0 37.0 PSF PSF SEON 33652 D U R F A C . 1.25 FROM S O Y PROFESSIONAL ENGINEERINtCERTIFICATEOF AUTNORIZATION 0921E DRAW4VG1 160 A•2 THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. Y Feb 03 ' 03 SPACING 24.0" JREF 1RY8352_ZO2 LCCJVLN - 1.4J TOP CHORD 2x4 SP #3• BOT CHORD 2x4 SP #3 6I- 2X4 (Al) L<— 3 - 0 - 1 2--->j 3-0-0 Over 3 Supports R=123 U=200 W=8" 1T10-470 1100-3 - 1 R=29 U=200 IKIJ UMU FKtFAKtU tKUM LUMFUItK INFUI (LUAUb N UIMtNbIUNJ) JUCMIIItU UT IKUJJ MrK. 100 MPH WIND SBC or 120—MPH ASCE 7-98 (CAT II,EXP BI), 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 TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R - Scale =.375" Ft. WARM ING•• TRUSSES REOUIRE EXTREME CARE 114 FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO H18,91 (HANDLING 111SIALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ D'0110FR IO OR., SUITE 100. MAOISON, WI 6JT19). FOR SAFETY PRACTICES PRIOR 10 P CRFORMING THE SC FUNCTIONS. UNLESS OTHERWISE INDICATED. i0P CHORD SHALL HAVE PROPERLY ATTACHED M / Q tlFl '•• T C T C L L DL 20. 0 7. 0 P S F P S F R E F R 3 5 2-- 6 1 9 8 4 DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOT10M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 02336143 ROOFTRUSSDIVISIONIMPORTANTFURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR ALPINE ENGINEERED f Np•/S'2704 BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AHY DEVIATION FROM THIS DESIGN; ANY FAILURE To 1 7C SLT-ENG 4lMR 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE NITH IP I: OR FABRICATING. HANDLING, SHIPPING. MST ALIING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN t S BCLL 0.0 PSF APOPKA. FL32703407-299- 1 522 NATIONAL TFEC If ICATION PUBLISHED 8Y THE AN ER IC AN FOREST AHD PAPER ASSOCIATION) AND TPI ALPINE Q gT OF y]. ti• •: FAA: 407- 299 9153 CO El TORS ARE MADE OF 10 GA AST. ASSJ G0. A0 GALY. STEEL. [ICCDT AS NOTED. APPLY CCTo EACH FACE OF TRUSS. AND UNLC TS OTHERVISE LOCATE ON THIS DESIGN, POSITION CONHCC TORS PCR V < p pIQP• TOT. L D . 37.0 P S F S E 0 N 33654 DUR. FAC. 1.25 FROM RH PROFESSIONAL ENGINEERINGORAWINGS160 A"1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG INECRIN6 pW E...••'•j/1 A/A P" It ET PONS IBIL ITY SOLELY FOR THE TRUSS COMPONENT BE SI GN SHOWN THE SUI IABILITY AND USE OF THIS CERTIFICATE OF AIFTtiORIZATION C9218 COMPONi ENT FORANYEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 SPACING 24.0" JREF 1RY8352_Z02 LLL3VCA - L.3 n.— — —.n .— --- - n,nf f nTUCuf TIT ufT f110 MITT CII — TDIICC MCD TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1TR!121 4 U=180 2-10-3 R=503 U=180 2X4 (Al) 5-0-12 w 5-0-0 Over 3 Supports R=196 U=180 W=8" 120 MPH WIND, 10.93 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL - 1 R - Scale =.375" Ft. YARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. MANDLING. SHIPPING. INSTALLING AND BRACING. RCF CR TO NIB91 (HA NOLIIIG INSIALI ING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE R" 7y T C L L 2 0. 0 P S F R E F R 3 5 2-- 6 1 9 8 5 DATE 12/02/02ORHIH6THESEFUNCTIONS. UNLESS OTHERWISE INDIC AIEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED TIT I IE. SBJ D'OHOFR10 OR .. SUITE 200. MAOISON, WI 5]719). FOR SAFEiY PR ACTIC[S PRIOR 10r:40STRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A CDRY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Lim 1PERF NO.4Z704 TC BC DL DL 7.0 10.0 PSF PSF SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02336144 SLT-ENG WMR2722SOUTHAPOPKA, BLVD. APOPICA,FZ 32703 407.299.1 522 FAIL: 407-29992 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF iRUSSES. TN IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 1HE AMERICAN FOREST AND PA ER ASSOCIAIION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PC R j ttSTATEOF O R,OP'• BC TOT. LL LD. 0.0 37.0 PSF PSF SEON 33657 D U R F A C . 1.2 5 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZAT10N#9218 DRAWINGS 160 A-2 THE SEAL OII THIS ORAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPOII S IB I LIi Y SOLELY FOR THE TRUSS COMPONENT OCSIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. F{{// rr Feb 03 '03 SPACING 24.0" JREF 1RY8352_Z02 LZZJUZA - V1) TOP CHORD 2x4 SP #2, BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 9-10-3 2 X 4 III 2 X 4 III 6-8-0 Over Continuous Support R=74 PLF U=30 PLF W=6-8-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 11.66 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. PLF TYP. Wave TPI-95 R Design Criteria: TPI STD FL 1 R Scale =.375" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. MANDLIUG. SHIPPING. INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR.. SUITE 200. NADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCT10N5. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL II E PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SNALI HAY( A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AIIY DEVIATION FROX THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONF00.MANCE VITX TPI: OR FABRICATING. HANDL IMG. SHIPPING. INSTALL ING ACID BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIGII SPECIFICATION PUBLISHED BY THC AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS AAE MAOC OF 20GA ASTM A653 G0.V0 GAL Y, STEEL. EXCEPT AS NO iEO. APPLY CONNECTORS TO EACH FACE OF iRUS 5. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R G•( IFI •••'•• v %••: I (J ; F No.42704 P s STATE OF •Q` f•(` ti R1 !••••• s` T C T C BC p BCTOT L L D L DL LL L D. 20. 0 7. 0 10. 0. 0 37. 0 D P S F P S F PSF PSF P S F R E F R 3 5 2-- 7 8 2 0 1 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA. Fl- 32703 407- 299.1 522 FAx: 407.299-41 53 DATE 0 2 0 3 0 3 llDRW SLTUSR352 0303n325 SLT- ENG WMR S E O N 39894 O U R F A C . 1.25 FROM S O Y PROFESSIONALENGINEERINGCERTIFICATEOFAUTI- IORCE TION09710 DRAWINGS 160 A"2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IR USS COMPONENT DESIGN SHOWM. THE SUITABILITY AND USE OF THIS COMPONENT ] FORANY SCCTPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 '03 SPACING 24.0" JREF 1RY83527D2 ZZZJUZA - Ve IKI, UMU FKtrAKtU rKUM LUMFUItK IfNrUI (LUAU) a UIMtKJ1UNZo) .UUPIIIItU OT IKUJJ MrK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6(— D1) 10-10-3 2 X 4 III 4.8-0 Over Continuous SUp ort R=74 PLF U=39 PLF W=4-8-0 120 MPH WIND, 12.16 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE FL 1 R - Scale =.375" Ft. YARNING' TRUSSES REOUIRE E17REME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. RCF CR TO HIB•91 (H ANOL IIIG INSTALLING ANp BRACING). PUBIISHCD BY iPf (TRUSS CUTE I NSTI LUTE, SEO D'ONOFRIO DR .. SUIT[ 200. NADISON. NI 5J 119), FOR SAFETY PR ACTIC CS PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERNISE INDICATED. TOR CHORD SHALL NAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOIIOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M. Q't IFI •'••, / C G : T C T C L L D L 20.0 7.0 P S F P S F R E f R 3 5 2-- 7 8 2 0 2 S MYTH LUMBER CO. DATE 0 2 0 3 0 3 DRW SLTUSR352 03034326IMPORTANT— FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPIRE ENGINEERED 2221 j No.42704 j BC DL 10.0 PSFFi00FTRUSSDIVISIONCSIGH. ANY FAILURE TOPRODUCTS, INC. SHALL NOT OE RESPONSIBLE FOR AIRY DEVIATION FROM THIS DESIGN - 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIP ING. INS, AILING AND t APOPKA. FL 32703 BRACING OF TRUSSES. THIS DCSIGH CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ; Q` BC LL 0.0 PSF SLT-ENG VIMR 407.289 1 522 SPECIFICATION PUBLISHED BY THE AN ERICAN FORCSt AND PAPER ASSOCIATION) AND TPI. ALPINE k t/ AV R•' FAx: 407-2999153 CONNECTORS ARE MADE OF 20GA ASTM A65J GRAD GAIv. Si EEL. ELCEPT AS NOTED. APPLv CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER•p•""" S IVAIL, TOT. LD. 37.0 PSF SEON 52191 DUR.FAC. 1.25 FROM SDYPROFESSIONALENGINEERING'. DRAWk GS 160 A- I.THE SEAL ON THIS DRAWING IIIDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CER,TFTCATE OF AUTNOAVAT10N U9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS CI COMPONENT FORANSCPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 'Uj SPACING 24.0" JREF 1RY835,?_Z02 CCC.SUCA V3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 3, 120 MPH WIND, 12.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 7-x4 SP 3 WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP b, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F-- 2 X 4 III 2X4 (D1) ;' 11-10-3 2 X 4 III 2-8-0 Over Continuous Support R=74 PLF U=68 PLF W=2-8-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE FL 1 R - Scale =.375" Ft. WARMING T C L L 20.0 P S F R E F R 3 5 2-- 7 8 2 0 3 TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M ABRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE i7 INSTITUTE, SB] D'OMOFRIO DR., SUITE 200. NADI SON, 41 13219). FOR SAFETY PRACTICES PRIOR TO t1F1 ••• P [RFORMING THC SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NA YE PROPERLY ATTACHED ` J•(,•. wp T C D L 7.0 P S F DATE 0 2 / 0 3 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FROOFTRUSSDIVISION •• IMPORTANT•• FURNISH A COPY OF THIS DC SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03034327PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO E JF 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND+ STABC LL 0.0 PSF SLT-ENG /WMRAPOPKA. FL 32703 BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 'Q407.299.1522 SPECIFICATIONPUBSHED BY THE ANCR ICAN FOREST A11D PAPER ASSOCIATION) AND TPI. ALPIIIEt;. CONNECTORS ARE HADE OF 20GA ASTM A657 GRAD GAIT. STEEL. CICCPT AS NOTED. APPLY CONNECTORS TO V Z O T0T. LD. 37.0 PSF SE0N - 52194FAX: 407-2999153 EACH FACE OF TRUSS, AND UNLESS OIH ERWISE LOCA IE0N PHIS DC SIGII-POSITIONCONNCCiORS PER _ PROFESSIONAL ENGINEERING OR AW INGS 100A,2.INE SEAL ON THISDRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EMGINEERING v%DUR.FAC. 1.25 FROM SOYRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHESUITABILITYANDUSEOFTHIS CERTIFICATE OF AUTHORRJ1TiON 8921E CN51/10111FO995NSEPARTIPARTICULAR BUILDING 11 INE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 03 SPACING 2 4. 0" J R E F - 1 R Y 8 3 5 2 Z O 2 ASCE 7-98.- 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C f- 2X4 BRACE CABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 'L" BRACE • 1) 2X4 "L' BRACE . 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE 2) 2X6 "L" BRACE GROUP A CROUP B CROUP A CROUP B GROUP A CROUP B GROUP A GROUP B GROUP A GROUP B S P F 1 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" IT 5" U 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4"' 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" Z HF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10, 0" 13' 1" 13' 1" W STANDARD 3' 3„ 4' 2' 1 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' B" 11' B" 1 3 9 5 11" 6' 4" 7' 0" 7' 6" 8' 4" B' 11 10' 11" 11' 10" 13' 1" 14' 0" P 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4- 8' 11 10' Il" 11' 10" 13' 1" 14' 0" Q3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" Q( c\2 DFL STUD 3' 6" 4' 11- 4' 11" 6' 6" 6' 6" 8' 4" B' 9" 10' 2" 10' 2" 13' 1 " IT 9" USTANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11 it' II" S P F 1 2 3' 11- 6' 9" 6' 11" 8- 0" B' 2" 9' 6" 9' 9" 12' 6" 12' 11- 14' 0" 14' 0" E-( 3 3' 10" 6' 0" 6' 0" 1 7' 11 7' 11" 9' 6' 9 6" l2' 3" 12' 3" 14' 0" 14' 0" y- H F STUD 3' 10" 5' 11- 5' I I _ 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W O 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" B' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" s P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W Q0 N3 4' 0" 6' 2" 6' 2" B' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7: 14' 0" 14' 0" a DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11' 5' 3' 1 5' 3" 6' 11- 6' 11" 9' 3" 9' 3" 10, 9" 10, 9" 14' 0" 14' 0" Q S P F 1 2 4' 4" 7' 5" 7' 7" 8' 9"' 9' 0- 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" 3 - 4' 2" 6' 11" 6' 11" 8' 9" 6' 9" 10' 6" 10' 6" 73 10' 13' 10" 14' 0" 14' 0" HF STUD 4' 2" 6' ll" 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q STANDARD 4' 2" 5' I1" 5' 11- 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2- 14' 0" 14' 0" P 1 4' 8" 7' 5" B' 0" 8' 9" 9' 6" 10' 6" 1V 4" 13' 10" 14' 0" 14' 0" 14' 0" 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11. 0" 13' 10" 14' 0" 14' 0" 14' 0" DFL STUD 4' S" 7' 0' 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" B' 0' 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" SYMMI ABOUTI 42X/2N OR BETTER DIACONAL BRACE OPTION: TVERTICALLENGTHMAYBE DOUBLED WHEN DIACONAL IB" BRACE IS USED. CONNECT L DIAGONAL BRACE FOR 870y I BRACEATEACHENDMAXWEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L /2, T OR BETTER DIAGONAL I VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. I DOUBLE CUT L 1 + 1 AS SHOWN) AT L UPPER END. ONTINUOUS BEARIN CONNECT DIAGONAL AT MIDPOINT of VERTICAL WEB. 141 REFER TO CHART ABOVE FOR M WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLE$S OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVEAPROPERLYATTACHEDRIGIDCEILING 7(Y No. 42704 SMYTH LUMBER CO. ROOF TRU55 DIVISION NIMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPMA BLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH A% STATE OF APOPKA. FL 32703 APPLICABLE PROVISIONS [IF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER oo I407-299,1522 FAx 407.299.9153 ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSSDUNLESSLOCATEDIOEO iOjC••,.0 Q R r•((•-\ PROFESSIONAL SEALS ON DRAWING INDICATES ACCEPpTANCpEN OFC PROFESSIONAL RESPONSIBILITYSOLELY j Vs•••••"7` GI FOR THE R THE' SUITABITYAND THIS ULRBUILDIGI2THE RY/ONAI•E,,,,,, CERTIFICATEOFFAUTHORIZATIONIUOOGPNENFORRESPOSpTHEBDESIGNER. RANSI/TPI BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM - FIR 1 2 STANDARD 2 STUD 3 1 STUD I STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B:. HEY -FIR I k BTR 1 SOUTHERN PWE DOUGLAS FIR -LURCH 1 1 2 02 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). CABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0' OVERHANG. OR 12" PLYWOOD OVERHANG. ATTACH EACH „L' BRACE WITH IOd NAILS. FOR (1) i.„ BRACE: SPACE NAGS AT 2" O.C. IN 18 END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) 'L' BRACES: SPACE NAILS AT 3' O.C. IN IS- END ZONES AND 0- O.C. BETWEEN ZONES. L„ BRACING MUST BE A MINIMUM OF 80% 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 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E s REF ASCE7-98—GABI2030 DATE 09/10/01 DRIVG A12030ECO901 ENG TOT. LD. 60 PSF MAX. SPACING 24.0" SYM. ABOUT ' RIGID SHEATHING GABLE DETAIL FOR LET -IN VERTICALS ll GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IF PLATES BEFIYEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" IX4 OR 2X3 2XB GREATER THAN 4' 0', BUT LESS THAN 11' 6' 2X4 2X8 GREATER THAN I" 6' 2 5X4 2.5X0 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK. SPLICE, WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "P' REINFORCING MEMBER WITH HAND DRIVEN NAILS. 10d COMMON TOENAILS AT 4" 0 C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131' X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 A11030EN0699, A10030EN0699. A09030EN0699. A08030ENO699. A0703DEN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901. A10015ECO901, A08515ECO901 A13030ECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 SBCCI CABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699. S09015ENO699, S08015EN0699, S07015EN0699 S11030EN0699. S10030EN0699. S09030EN0699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED CABLE VERTICAL LENGTH. 2XB "T' REINFORCING MEMBER 2X4 ,T' REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L' TO "F" REINFORCING MEMBERS. MULTIPLY "P" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 1- BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "P" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD B LENGTH INCREASE W/ "T" BRA WIND SPEED AND MRH F' REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2X4 10 7. 10 7. 2x6 40 7. 50 7, 110 MPH 30 FT 2X4 10 7. 10 7, 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. IO 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7, 10 7, 2x6 40 7. 40 7. 90 MPH 15 FT 2X4 20 7. 10 7. 2x6 20 Z 40 7. 90 NIPH 30 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7, ' 80 MPH 15 FT 2x4 10 7. 20 7, 2x6 10 7, 30 7. BO MPH 30 FT 2X4 20 7 10 7. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 1 10 7. 30 7. EXAMPLE: ASCE WIND SPEED a 100 MPH MEAN ROOF HEIGHT = 30 FT CABLE VERTICAL = 24" O.C.-SP /3 T" REINFORCING MEMBER SIZE = 2X4 P" BRACE INCREASE (FROM ABOVE) = 107. = 1 10 I) 2X4 -L" BRACE LENGTH - 6' 7" MAXIMUM "1'_ REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" - 7' 3" ES DRAWINGS GAB98117 876.719 & HC26294035 VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF LET -IN VERT BY TPI cTRUSS PLATE INSTITUTE- 5B3 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 n'CIFIC TT1 %'-•. C, F', DATE 10/24/01 S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING DRWG GBLLETIN1001 ROOF TRUSS DIVISION ENGINEEEREDTPRODUCTS, INC.COPYSSHALLFNOTI BED ESIGNRESPON IBLEE FOR ANY DEVIATION FROM THISLPINE y : No 42704 ENG DLJ/KAR2722SOUTHAPOPM'A BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS APOPMA, FL 32703 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE F c 407-299 1522 ASTMSCANA653 GR40TAND GALV.PSTEELER AEXCEPTTASN)AND NOTEDTPI. APPLYINECONNECTORSCONNECTORS0 E CH ACE OF OGA A••. STATE OF j TOT. LD. so PSF FAx: 407.299.9153 TRUSS AND- UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL p`.'• R. FAG. ANY PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION N9Z 18! ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB ITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIiTPI 1-1995 SECTION 2. j O 4 O i- Fo,.•'•• " '•! i ^ ••• O " 1 '_`` 4AX SPACING .24.0" VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(•) OR 2X4 SP y2N 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 U, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4I-' 0_0 MAX 12 12 DIAX. } Y2X4 W2X4 W2X4 8-0-0 MAX- 12 12 MAX.I- 16-0-0 M I I 1 X3 4 0-0IWIX3W5X4/SPL ( MAX SPADING) W2X4ir1VX3 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1 4 "T"-BRACE, 807. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS 'AT 24" OC OR 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. E-NAI W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL 24' COMMON BUSSES PARTIAL FRAMING A; AT 24.' OC LAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. ````` ISIIr1A1111 1 11t!'.1` THIS DRAIYING REPLACES DRAWING A105 YARNING-. TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING),'PUBLISHED i 4 _7%`••. TIC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR C •• DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED„ TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALESMYTH 'LUMBER CO. C DL 20 15 7 PSF DRWG VALTRUSS0699 HAVE A PROPERLY ATTACHED RIGID CEILING, IIMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIM: ROOF TRUSS DIVISION No. 42704 C DL 10 10 10 PSF ENGNEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG MLH/TEAR2722SOUTHAPOPKABLVD. DESGNI ANT FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, _ HANDLING, SHIPPING. INSTALLING 1C LL 0 0 0 PSFANTIBRACINGOFTRUSSES. DESIGN CONFORMS WITH' APOPKA. FL. 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = 407.299 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAi o *. STATE OF Q OT. LD. 60 57 PSF55 ASTH A653 GRAD GALV STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OFFAx: 407.299.9153 TRUSS AN p, UNLESS OTH[RVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O ••• O P.••_` 4 L •' O RNG -ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CERTIFICATE OIOAUnomNAL nrTnoNID9210 SUITABILITYAND OUSEOFFBTHISCOMPONENTFORANYARTICULAR BUILDINGIS THE i7S •••••"•• +\` s/On1 A l E DUR.FAC. 1.25/1.33 1.15 1.15 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" O( 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 3) 16d BOX NAILS, 3) 16d BOX 2) 10d BOX NAILS, TOE -NAILED THRU TOE -NAILED 2) 16d BOX NAILS, NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD TOE -NAILED 3) 16d BOX NAILS( A) J(D) 3) 16d BOX NAILS D)( A) RATED SHEATHING kz C) 4'0" TYP. ( B) 3) 16d BOX GIRDER NAILS, TOE -NAILED 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAIVING V105-CONV VARNING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING REFER 10 HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 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 IFICq •, C LL 30 DL 20 i 30 15 40 PSF 7 PSF REF CONY. VALLEY DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. BC VL 10 10 10 PSF DRWG VALCONVF0699 ROOFTRUSS DIVISION IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS y. ENG MLH/KAR2722SOUTHAPOPMABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, N0, 42704 Bt fi. 0 0 0 PSF APOPKA. FL 32703 HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS .WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE I'0'p.-LD. 60 57 PSF55407-299-1522 Fix: 407-299-9153 'TRUSS AMCRICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM RAND GNL GAL STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE of OFTAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL STATESTATE 1.25/I 33 1151.15PROFESSIONALENGINEERING CERTIFICATE AUTHORIZATION ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i OF N921 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O O•• i l C1NG SEE ABOVE TOP CHORD 2X4 y2 OR BETTER BOT CHORD 2X4 y2 OR BETTER WEBS 2X4 y3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLW 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. EITHER PLATE OPTIONAL B LOCATION IS SPLICE BACCEPTABLED B B D—SPLICE B ZL 2, TYP B B B B C—TYP. 12 AMAX ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. C C Ctc C C JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1 5X4 1.5X4 1.5X4 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 16d NAILS AT 4" OC. ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120- X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 0 0 0 0 00 o 0 0 0 ° ° ° o ° 0 2" 11',ii Idl}Ilfyh!)OeTVInIr oc+ol .roo n WARNING"- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 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 F`\`,Q I`I/'y r V .••'jFIC••' FQlqTn• MAX LOADING 55 PSF AT REF PIGGYBACK DATE 06 25 99 SMYTH LUMBER CO. AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G ` 1.33 DUR. D R WG PIG BAC K BO6 9 9ROOFTRUSSDIVISION IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS FAC ENC D LJ/ KAR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH NO. 42704 5o PSF AT APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 2 5 DUR. FAC. 407 299-1522 FAx: AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 4 7 PSF407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS A •.• STATE O F AT PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE 1.15 DUR. FAG. CERTIFICATE OF AUTIIORRATION 921 SUITABILITY AND USE OF THIS COMPONENT FOROR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i ••,•• / O Q••' 4 /C -•` O 100 i. ... ACING 24.0 ' DIN AL1`.,,. BOTTOM CHORD FILLER. DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ ' 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA ff REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L: 1.25 D.O.L. 1.33 D.O.L 1.60 D.O.L. DOUGLAS FIR -LARCH 3281 # 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4++ MAX+ 3X8 3X1 TRULOXM8A7'4 f# LOX 2X8 WEDGE( 2)8D NAILS CUT TO FIT E YARNING- 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. SB3 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 HAVE A PROPERLY ATTACHED RIGID CEILING. SMYTH LUMBER CO. 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 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 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 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-2999153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION 09216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1;:Ti;uOuilllTllj J DRAWING REPLACES DRAWINGS A115 A115/R & 884.132 A'r TC LL PSF REF BC FILLER F'•. DL PSF DATE 06/25/99 G. B DL 10.0 PSF DRWG BCFILLER0699 k : No. 42704 C=LL PSF ENG DLJ/KAR 7 T0'$ LD. PSF STATE OF FAC. 1.0/1.15/1.25/1.33 ACING 24.0" 1 ' ll,lS/0N AL tNv,. STEPDOWN -CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT 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 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE - 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL \VIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP OR COMA40N TRUSS 1#1 HIP TRUSS m I i -- I J J 1 2' TYP . OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 ' J3 HJ ** (3) 16d TOENAILS J5 ** J7 ' ** 3.00 12 * 2 12 12 W2X4 soo 4T2F:-- ALTERNATE LOADINGI wzx4 '. Ivzxs , w3x4 TCLL 20 PSF THJA26N TCDL 20 MAX PSF 3/4- —- BCDL 10 PSF 1 1 I 1 I I TOT.LD. 50 MAX PSF 3' I 5' T 9' 1 *4* 9-10-13 OVER 2 SUPPORTS 3 DUR.FAC. 1.25R=463Q, 14=3 50" R=652y, W-3 50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES a' "" ' u U DRAWING HC11795029 YARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. \ INSTALLING AND BRACING. REFER TO RIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED J C LL 30 MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO OR, SUITE 200. MADISON, WI. 53719) FOR \ `` •••••••• SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. v A IF'C ••••• ,,1GG, DL 15 MAX PSF DATE 06 25 99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL `` TF•.• / / SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BL 10 PSF DRWG CS7SBK3AO699 ROOF TRUSS; DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS y, N• 42704 E,L 0 PSF -ENG SJP/KAR DESGN; ANY FAILURE TBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, Fi 2722 SOUTHArorMABLVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH = _ APOrKA, FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - 407-299. 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA rOTE LD. 55 MAX PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Ax: 407- 299.9153 STATE OF FTRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i A •• FAC. 1.33 PROFESSIONAL ENGINEERING ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE /p •.• CERTIFICATE OF AUTHORIZATIONN9216SUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHEO •• • ACING SEE ABOVE RESPONSIBILITY OF THEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i 4 n_R 110 _ - NAl CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2XB 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE 1S A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB T-BRACE L-BRACE rrgr THIS DRAWING REPLACES DRAWING 579.640 WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO HTB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRI DR., SUITE 200. MADISON, VI. 53719) FOR.•Q•"F C iiq' O\\` ` / F TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORNlNGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED,\\ q;.• DL PSFTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL S M YTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. Gv (•, BCC DLIMPORTAN7•• 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 III CONFORMANCE WITH TPI, OR FABRICATING. NO.42704 . PSF LL DRIYG BRCLBSUB0699 2722 SOUTH APOP1u BLVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH PSF ENG MLH/KAR APOPKA,FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST TO Z_ LD. P S F407.299.1522 AMERICAN AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407.299-9153 TRUSS AND, UNLESS OTHERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE 0 F a, TTc . FA C. DRAWINGS 160 A-Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINiERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE AUYHORf1ATI0N 49210SU1TABiL1TY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i jO•'. p1O •' CERTIFICATE OF RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 0 ON FACING At ,.\