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HomeMy WebLinkAbout189 Venetian Bay Cir (2)R q veAe+'w-% a. I cir PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 PROPERTY OWNEKCRC 041929 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION 14 In 10 40?1 JA(An, PERMIT # / DATE PERMIT DESCRIPTION P-,&UJ PERMIT VALUATION () O U SQUARE FOOTAGE( City of Sanford Certificate of Occupancy This is to certify that the building located at 189 Venetian Bay Circle for which permit number 04-1953 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Detached 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 Conditions (if blank, no conditions apply) Building: F. Ortiz Engineering: D. Richards Public Works: J. Crumpton Utilities: R. Blake Fire Department: N/A Zoning: N/A Centex Homes Property Owner 10/ 15/04 11 /03/04 10/21 /04 10/22/04 C.. )rn .. 11 /04/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10/14/04 04-1953 189 Venetian Bay Circle Morrison Homes Chris 407-948-4893 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. ngineeri 3 O OFire OPublic Works N/A OZoning N/A OUtilities OLicensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i::, o-,,-A i Axj , I I I o /, s S, ,- W/ C..;, , F -ti- ,. s ice, r t CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION er SINGLE FAMILY RESIDENCE **** 1 I DATE: 10/14/04 PERMIT #. 04-1953 `( ADDRESS: 189 Venetian Bay Circle CONTRACTOR: PHONE #: Morrison Homes Chris 407-948-4893 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 Fire N/A c Works tl D Zoning N/A b _ - DUtilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 %r7 D A ./P A CERTIFCATE OF OCCUPANCY o REQUEST FOR FINAL INSPECTION C EI 2 1 1 1 1 1 SINGLE FAMILY RESIDENCE **** T- DATE: 10/14/04 PERMIT #. 04-1953CU ADDRESS: 189 Venetian Bay Circle v Ac z I 7.: U V u LAJ a c 1 E a+ CONTRACTOR: Morrison Homes Cr ) w u o PHONE #: Chris 407-948-4893 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 Public Works tilities 2v; Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 241245 23.19.30.502-0000-0800 189 VENETIAN BAY CIR 10/18/04 15:26:38 Free -form information SW DEV FEE $1700.00, WA DEV FEE $650.00 PD 5/17/04 BP #04-1953 SEE REC #6774 3/4" WA METER SET FEE $190.00. 5/17/04 REC #6774 LOT #80***** F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) October 13, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 80 Venetian Bay, 189 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 189 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 80 "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 Darae L. Przemieniecki , 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 Gages 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 189 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 80 ," 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-##.f#" or ##. ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zane AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the sourced the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans 1311. Indicate the elevation datum used for the BFE in B9: ® 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, ARIA1-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) o b) Top of next higher floor o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached garage (top of slab) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) 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. an) 15.6 ft(m)" NA. ft.(m) NA. _ft.(m) o o 15. 3 ft.(m) E Owca 14, 9 ft(m) AC Service E M 14. 8 ft(m) z Cn 15. Oft m) 0 Fl. 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 CITY STATE Z1P CODE 769 Douglas Avenue Altamonte Springs FL 32714 SIGNATURE DATE TELEPHONE 10-13-04 407-788MM FEMA Form 81-31, January 2003 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 (IndudN Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Po5cy Number 189 VENETIAN BAY CIRCLE CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (f BM) 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. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cn) 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 _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAmissued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZJP 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 communityissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. 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 Hex .g .4a8ociates 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 LINE BEARING D 1 STANCE L I S 00"00'17-E 50.00' L 2 N 00°00'17-W 50.00' LOT 76 LOT 83 LI FD I.R. LOT 80 fN0 CAP) BGRADING o 5. 700 SO. FT. R 18. 0' in LANAI o22. 0' 1971) Q BROOKWOOD 11 ELEV. A.B.0 A D W/ I' GARAGE REDUCTION SINGLE FAMILY RESIDENCE FIN. FL ELEV:15.6 W LOT79W, o+ u, e m 3 M WItO W M Q El LuLfl Lr ) z O o 5 a W 00 o • 13.0' o Z 20.0' N 0 Ln N0 Ln N SE p NAD NAD 0. 3' 0.2' LOT 81 CIL FL :I S 00°00' 17'E - T273.87' REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT "F - PRIVATE ROADWAY ADDRESS: 189 VENETIAN BAY CIRCLE LEGAL DESCRIPTION Lot 80. - V E N E T I A N BA Y ' occordng to the plot thereof as recorded h Plat Book 63. of pages 84 - 88 of the Pubic Records of Seminole County. Florida FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone -X. according to the Flood hstra nce Rate Mcp Community Panel Number 120289 0035E.Doted 04/17/95. City of Sanford Community Mirnber 120294) Flood Zone determnotion was performed by gephic plots from Flood hstrance Rate Maps provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location can only be determined by an elevation study. We ossune no responsibity for actual flooding condtions concermg this parcel General Notes: -OZ' 1. This is a BOUNDARY Survey performed in the Geld on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights - of -way of record whether depicted or not on this document No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client 7. Platted and measured distances and directions are the same unless otherwise noted. B. Copies of Ihis Survey may be made for the original transaction only. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. O Denotes P.0 P. (Permanent control point) Denotes Permanent Reference Monument O 2004 Herx 6 Associates Inc. All rights reserved Cortificaflon: Not valid without the signature and Cho original rslsod seat of a Flprl 1lconsad Surveyor and Mapper This su y meets the re0uirements of the Florida 1w}nimum Technical Stand ds -Trifeined in Chapter 61G17.6 Flor /Administrative Code. O 1 i'1 William A. Werx, P.L.S Florida Registered Land Surveyol No. 3192 Darae L. Przemieniecki, P.S.M. Registered Surveyor and Mapper No. 6030 William R. Herx. P. S M Registered Surveyor and Mapper No. 6092 1 leix A Associates Inc.. State of Florida LB 4937 0C SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15 Mnrntm Lot Width 50' a. C.P Note: Bearings shown hereon ore referenced to the C/L of VENETIAN BAY CRCLE as being N 00°0017-W. Verticd datum is based on NGVD per Engineering construction plans by Ned H i I I e r Efigneerulg. Inc. Job N nber 2001 . Legend Temporary Benchmark CYS Onset assumed datum) O. R.B. Official Records Book BOW Back o/sidewalk PB Plat Book CA ne CenterlinePC Point of Curvature PCC Point of Compound Curvature A dCentral (Delta) Angle P. C.P. Permanent Control Point CALC Calculated P ce Chord Bearing P.R.M.Pape Permanent Reference Monument CD Chord P/ L Property Line C.M. Concrefe Monument P.O.B. Point of Beginning ELorELEVElevation (Proposed) P. O. C. Point of Commencement FINAL EL. Elevation (Measured) p I Point of Intersection FO. Found PRC. Point of Reverse Curvature Fin. Fl. Elev. Finished Floor Elevation Pr Point o/ Tangency I.P. Iron Pipe R Radius I. R. Iron Rod RAD Radial Line L Arc Length RES. Residence LB Licensed Business Rryy Right-ol-Way LS. Land Surveyor TBM Temporary Benchmark MeaMeasuredTYP. Typical N/ D(N&D) Nan and Disk Fence symbol (see drawing) N.R. Not Radial X— X. Fence symbol (see drawing) CERTIFIED TO: SEAN A STACEY BUMGARNER MORRISON FINANCIAL SERVICES OF FLORIDA. L.L.C. UNIVERSAL LAND TITLE. INC. FIRST AMERICAN TITLE INSURANCE CO Drown by: AH Chocked by: DP Prepared For: MORRISON Job Number: 02-017.02 Scale • 1-- 30' Plot pion performed: 03-08-04 Model Change: 03.31-04 Flip House. 05-03-04 Foundation Survey: 06-02-04 Fino Survey: 10.06-04 Revisions . CITY OF SANFORD PERMIT APPLICATION Permit #: 014- s 3 Job Address: \cQ `V en 9- Description of Work: _Ele Historic District: Date: Si u 1., cOtf 6j O(4t C\PC,l_Z_ L.-i-gU — At). Zoning: Value of Work: S Permit Type: Building Electrical __K_ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole X Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Requited) Plumbing/ New Commerdal: # 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 q: Owners N Contractor Name & Address: YQi- S Y,I Phone & Fa r%n s Bonding Company - Address: Mortgage Lender: Address: Architect/ Engineer: Address: Attach Proof of Ownership & Legal 1 oJr, a\1 L<<r.p Phone: 1 t' `i ur) - to d `i - C-- i- t`t 1\ nL_ _-:? State License Number: ice: UC> U 13 y_? Contact Person: U SIY\ t Phone: 3 Tio- 669 rionte aoD 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 the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofelllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Ev NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. do Signature of Owner/Agent Date Signature of Con / t Date S e.v es. I -1 Sfv. PrintOwner/Agent's Name Print ctor/Agent's Name f Jenrh%r Almodover Signature of NotaryState of Florida Date Si re o Notary -State of Florida+ DD272809 o, r d-6 p December 07 207 Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Contractor/ Agent is = Personally Known to Me or Produced ID Utilities: Initial & Date) (Initial & Date) FD: Initial & Date) Permfl #'.O / - Job Adtlrem: I iltt+acription of dvorL, Historls' Maria; 03t1,+,•,• .nw• .,;.• •^l'r'i iRy';i"...r, and:• , sr Cryr OF SAMMW VrMVn A ICATU 11 Zoning: Yttttls os 3Yori i Permit Type.. Building Electrical ls/lecl>stlitxtl Ylurtibing Firm$prinkler/Alarm 1;lertA01; New Service — # of AMPS Addition/Alterntion Change Of Rervi6t F06 ` llecbanleak! Residential 1Von-Reaidriiial ReplacenulAt New (Dys; p,2yom & FAC;gy C- R-equired) Plumbing/ New Comlirtsrdai: # of Fiztura 1103 Water A Sewer Linea— # Of Ciao, Linea. Plumbing/Nery•Residettial:#ofW t Closets PlernbfngFiepair—fteaiderttialot'Caerttxtsveial °_ Occupancy Type: Residential E/ Corurxrcial Industrial Toga! Squats Footage: Construction Tycle: # of Stories: # of Dwelling Ualts: Floor] 7.sne: (FiEIYlA form regorcd car (.t-bc:r r4i,$ Pa reel #: ( Attach Proof of OwntrahiC A Lagal Description) Owners Name & Address: Phont: Contractor Name & Address: a Phone & Fax: Bonding Company: Address' Mortgage Lender: Address: - ArchitecUEngineer: Phone: Rum" W8 Address; _ Fa•i:: - - Application is hereby made to obtain a permit to do the work and installations as indi-"led. 1 certify that no work or installation has cornmcrir.ad prior to tile, of a permit and that all work will be perforred to tweet standards of all laws regulating construction in this jurisdiction. I understand thaf a separatepermitmustbesecuredforELECTRICALWORY., PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFI )AV : 1 certify that all of the foregoing information is accurate and that all work gill d in liana with 811 applicahlc. 1-%-. i c.N:d.ringcohsbuctionandsorting. WARNING TO OWNER YOUR FAILURE TO RECORD A 140TiCE OF !r ]ENC rENT MAY REBUL'f iiq yoi i)' TWICE FOR NPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINAI IN T WiTH YQjj LENDER CJR /j+1ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTIC An addition to the requirements of this permit, there may be additional restrictions this county, and there may be additional permits required from other governmental entitieo Acceptance of permit is verification that I mill notify the owner of the property of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date Oi%•ner/Agent is _ Personall+ Kno%,n to Me or Produced ID AiII'LI('•\1'ION APPROVED UY• l3ldg; Zoning. Initial & Date) S-N'COt l'onditionsf found in the p 61ic records of agencie -^ "' dam a l agencies. equj 1 is of n ten Law, FS 13. D S azure of Connctor/Agent DatewnTliiRTG. DLLLO RUSSO aContractor . Ant's ame *De SignatureofNo_-State of Flonda Contractor/ Ace-.::s _ Personal, Known to Me or Produce Initial & Date1 Initial & Date 1' D: liwual & DaiE MIRINDA C. TURNER ou,.. Iaait,n ; uu ucou FXF' L",l5: i7 :, ?C07 c COUNTY 0I , I&TIll"!0I 1. T 1") 1 j 1 1) 11 .1,. f y I o H I 1 1) 7 AJIl1C".4R 1.04 --- 76076 r A T IF-, y v V. HUMBER-. 011ITT A D Ell R U S, l'TY U :'A*WTWD F"PRCEL.. FLAT POOK 1-01Tf-CO 010INIUR LAND U_F- CA-fl--'CCRY,., 001 Fa(n:i.ly Dc-tac:[-,ed I-k-mv--o kc i'J.deml-c:i.al URK Eli.11gle F'%c-d.lX Dc)t,kchod P -,!I: -A: T RAT!'_7 PUR 0 'T*yl:-"I:.- TOTAL. MiL.: E I 1:'%'A T F-17 F Ul I 1 y I' *F D1ST 6C.. LJi-.',:I:T OF LI;%I:1TG ART:::'R'T P.L.".3 CO L'i 1: D E7 0 civil unit. 'I; Z0113.00 1. 1; /Ol.i.00 NOAD!'; L F-A' TCI-%-S 1'-'GRTH 0 dw]. oni-t "r, 1.42.00 CIO-L-CUK: Cl CIWl Uni.iC. s3 ',..Ik ..00 :1. t'll. 00 2 t, '1-:001.13 Co W I DE. C) dL'A L11-IjA 1 1"; 1:1,3510/1.00 TO Al'ID r:rvvi..y v,Aym'LI--IT IYAY IN YOILJ,-'i LA 0 V11 I 1TY FUR TH'i-E. Y)V3TR:rrA.FT'lCH -. I -- C CUIA TY 3-- C.,I *y y 1) .1 4. COUNTY AM.: ADV'TISED TFVnT TFRE3 :1, S A F E. I-E., (S' W I. Il C I. I o F- T' U-7 17, n y () TO CF 0 VAJILD11"J3 TH"Yr n"Iy ;''IGXMS 0': Ti-VE CALCULAT101%;S) OF Tl--11:--- !ATR(-I-;y sys-T-1-i-ri Ltl'.='OCT FELS 17RE;T DE BY Fl LA MC) o W"RTY11111 RI*-7(-JjF ST WlTI-CIA-1 /t 5 C (. L 1.'-' 1,61 T) f. R DAY3 C21 T! -: F.. I I %P: 1, 1 G 1: C-A M11.1fol: DATF ()BDVi:--:, 1,407' LATER C".ERTIFICATE OF. OCCiT-,A'--V.Y ON I.", A :*CR RIEVIA-Ali IMIUST ML.A.7 T TPH OFTcI 'Y. 1: COUN,TY lA,-'.D U ES OrF TI-TE ME - U.) U'; GOVE.WAINS ll'()Y I'-*]:Cl<::-7r) C-R F T'j...-,:7 PL ,A,•T 1-4 PI-'T;l0F YATl:0I'1 ,-'TCt.:': I 0:i 1.;WJ. L.M'f FTRSoT 'G'01-1'*OIND, FLO.M)A, -32771r, (/-107) 6615-76'/^.. 13'-'CULD PI": i-!APF- CfTy OF 000 111CMI' ll PARX cl-'CULD 13Y Cl..""ECK OR IyA--I•'1_Y BUR-DIJ- 15 PERilll HU:liB1*'.;: AT TF17-1 1*01' OF THL.: VAI-Jx) cj:-!,-.y I'll Ulf-OLLACTIO'.-I L,31TH F- I" ilellill Y T;!L1'H-D:I'H(3 Permit # Job Address: Description of Work: _ Historic District: CITY OF SANFORD PERMIT APPLICATION Date: 01194..02•-.4.nil Qt "/n Zoning: 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 le 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:• lp so Construction Type: GM LL # of Stories: —L— # of Dwelling Units: Flood Zone: _X (FEMA form required for other than X) Parcel #: 23—d_ O— SOZ— 0000 a — ••—O (Attach Proof of Ownership & Legal Description) Owners Name & Address: SoutHH it!G UtN M 4/TC 4NA 3r S r Plhone: 4o7 62`T4o7Z Contractor Name & Address: Ae&k ,40AJ / 11= SOAJ AOmES 4dcYrg1 ho(%Q / State License Numbeer:GA Phone & Fax: 0 O 0-f/ I S7 &,, ,Contact Person: 10 /atHl fr— Phone-07 0 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 01 7 1u Application' is hereby made to obtain a permit to do the issuance of a permit and that all work will be performed permit must be secured for ELECTRICAL WORK, PL( AIR CONDITIONERS, etc. 1 certify that no work dntt/ on ruction in tt Ilation has commenced prior to the fiction. I understand that a separate EATERS, TANKS, and OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and -that all work will be done pliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQ OF COMME NT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, tanday be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance verification that I will notify the owner of th property of the requirements o o ida Lien Law, FS 713, i g o Owner/Agent Otte Signature o Co tractor/Agent .Da e g N Print Owner/Agent's Name Print Contractor/Agent's Name CIn t so ate Signature of 'Notary State of Florida *D. oUb ca Signature of Notary-Sta e g n v w Mf b r Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or °k s 0 _ Produced ID MA _ Produced ID PA APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial S Date) Special Conditions: c1,? hoec/a&,nccocfl-rr. conk ss V7 - a--1 frill IFlip P111A0AlaIII lllinIll Imall IIII URIgin In I Permit Number: iy — /9S MARYANNE MORSEL CLERK OF CIRCUIT COURT BK 0525OLE 5pG 1066 CLERK' S 11 2004052777 VjFDED94/68/ 2W 0ete3t53PM 1 FEES GNED BY S OlKelleyPreparedByDaphneClarkCthI Itlt Q (,`ppY and P.O.Box 784283 MARYANNEMORSEReturnTo: Winter Garden, FL 34778-4283 OLER, OF CIRCUITC06V IN LE R NOTICE OF COMMENCEMENT. DE OiER1[ . State of Florida. PR County of Seminole. 200 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. Descriptioniof property: Q Lot,Number U O 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, 6 Flloo *da. Street Address 1, ! i l; cl/- e,eSanfe r FL 2. G`eneral description of improvements 3. Owner information : Name Address Tel Number Fax Number 4. Fee Simple Title Holder 5. Contractor• 6. Surety : N.A. Lender: N.A. N.A. Name Address Tel Number Fax Number New single family residence Morrison Homes 151 South )full Lane. Suite 200 Maitland FL 32751-7172 407)629-0077 407)629-5282 HP R-EK- P. uN 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 407) 629-0077 407)629-5282: 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: NA. 9. In addition to himself, Owner designates the following to receive a copy of the Li or's Notice as provided in 71-3.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recor of Date Signed: ASignature of Owner's Agent, MAMY, My jJ worn to and subscri d 960 me this by Maria Lisa Steiner, who is personally known to me. MY COMMISSIDN 4 DD 214811 Signature of No ai Notary Seal: * * EXPIRES: June 27, 2007 di . Raided UTU BWPI NOY B1rvba 4t, OF f* LIMITED POWER OF ATTORNEY DATE: O 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: RD SUBDMSION: Aoe7iAe) ADDRESS: / a AW %7, 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 instrumeen w acknowledged before me this DATE: BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA rr CHERYLA. LONG COUNTY OF ORANGE. MY COMMISSION#DI)C05235 hm18.ZQ5 9L;1L w SIGNATU OF NOTARY: NOTARY SEAL. Seminole County Property Appraiser Get Information by... http://www.scpafl.org/pls/web/re_web.seminole_county_ PARCEL DETAIL Seminole C tmnty pr rt v v/ppro Ise r rrKCX 101 Ik. Kind St. Sanford I-1. 32771 40 7-665-7 ilk, GENERAL Parcel Id: 23-19-30-502-0000-0800 Tax District: S1-SANFORD Owner: MIORRISON HOMES Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 189 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vaclimp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision I d Back 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: 0 Depreciated EXFT Value: 0 Land Value (Market): 26,000 Land Value Ag: 0 Just/Market Value: 26,000 Assessed Value (SOH): 26,000 Exempt Value: 0 Taxable Value: 26,000 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Assess Land LEGAL DESCRIPTION PLAT Method Frontage Depth Units Unit Price Land Value LOT 80 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 Just/Market value- 1 of 1 3/29/2004 6:50 PM gerx Jt I88ociatea 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 L NE BEARING Map of Su5Vle*ANCE L 1 S 00°00'17"E 50.00' L 2 N 00°00'17'W 50.00' LOT 76 ' LOT 83 LI LOT 80 B" GRADING 5.700 SO. FT. N-77 0 18.0' LANAI o 22.0' 971) BROOKWOOD 11 ELEV. A.B.0 d D W/ I' GARAGE REDUCTION SINGLE FAMILY RESIDENCE FIN. FL. ELEV: IS 4 LOT 79 W. n o LOT 81 W In v0i b Ni V Q. W ' 01 01 Lrl 697D lr1 0 F 01 40' W 7. 0' a 00 O 13. 0 ' 0 00 o Z a N DNS REVIEVVir o...... C1T Y OF N SANFOer, 85. 00 L2 0 0 N OP c.v. S 00w00' 17"E t273.87' P•c•P• REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRPTION• Lot 80. " V E N E T I A N BA Y occordng to the plot thereof as recorded in Plot Book 63. of pages 84 - 88 of the Pubic Records of Seminole County. Florida FLOOD HAZARD DATA: The Porcel shown hereon lies within Flood Zone X" occordng to the Flood hsu-ance Rate Mop Comminity Panel Number 120289 0035E.Doled 04117195. City of Sanford. Community Nmber 120294) General Notes: PR0PO, 5ED. 1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility Installations, underground improvements or subsurface/ aerial encroachments, If any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The -parcel shown hereon Is subject to all easements, reservations, restrictions, and Rights - of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as fumished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. 0 Denotes Y.-iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked 'Witness Comer, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument O 2003 Herx 6 Associates Inc. All rights reserved CortlRcalion: Not valid wllhout Ih; gnalun a tho original raised seal of a Florida Ilconsod Surveyor and a P@*L issumeetstherepuiremthid1nGnum Technly/,AI Standards s oontalned in Chppt 6 a Administrative crepe. - William A. Herx, P.L.S. Florida Registered Laff Surveyor No. 3182 Darne L. Przemlenleck( P.S.M. Registered SVveyorand Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyornd Mapper No. 6092 Hen 6 Associates Inc., State of Florlds LB 4937 SETBACKS: Max Coverage - 62 y Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' MPERVIOUS SO. FT - 55y Mmimun Lot Width 50' LOT SO. FT. IMPERVIOUS AREA- 3.16I SOFT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being N 00w0017-W. Vertical dotum is based on NGVD per Engineering construction pions by Ned H i I I e r Engmeerng, hc. Job Number 2001. Legend Temporary Benchmark O.R Offset assumed datum) O.R. B. Records Book BOW Back of sidewalk PB Plat B Poi BookC/L Centerline PC of Curvature P. C. Point Pohl ofCompound Curvature omp dCentral or (Delta) Angle P.C.P. Permanent Control Point CALC Calculated PG. Pepe CB Chord Bearing PR M. Permanent Reference Monument CD Chord P/L Property Line C.M. Concrete Monument P.O.B. Point of Beginning EL. orELEVElevation (Proposed) P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin Fl. Elev. Finished Floor Elevation PT. Point or Tangency I.PIronPipeRRadiusI.R. Iron Rod RAO Radial Line L Arc Length RES. Residence LB Licensed Business Rryy Right-of-Wey LS. LendSurveyorTBMTypicalBenchmarkMeaMeasured TYP. Typical N/D( NdD) Nall and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legal Description This is not o Survey Drown by: AH Chocked by: DP Pr;porwd For: MORRISON Job Number: 02-017.02 Scot; : I.. 30' Plot plan performed: 03.08-04 Model Chong;: 03-31-04 Foundolion Survey: Final Survey: Revisions . FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: 1971 BRQOKWOOD II 1 fLOj7,q,(% AC. O416 Builder: Permitting Office: RI/ HOMES City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (112) 1971 ft2 7. Glass area & type Single Pane Double Pane - a. Clear glass, default U-factor 332.0 ft2 0.0 ft2 - b. Default tint 0.0 ft2 0.0 ft2 c. Labeled U or SHGC 0.0 f , 0.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 228.5(p) tt _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1533.9 ft2 _ b. Frame, Wood, Exterior R=11.0, 62.0 ft2 _ c. Frame, Wood, Adjacent R=11.0, 177.0 ft2 _ d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 2007.8 ft2 _ b. N/A c. N/A II. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft _ b. N/A 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: 0.17 Total as -built points:27063 PASS Totalbasepoints: 27506 I hereby certify that the plans and by this calculation are in compliar Energy Code. PREPARED BY: DATE: I hereby certify that thAbui*compliance with the FO,WNER/AGENTDATE: ations covered the Florida isin Cap: 42.0 kBtu/hr _ SEER: 12.00 _ Cap: 42.0 kBtu/hr _ HSPF: 7.60 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ Review of the plans and specifications covered by this oQTt sT r6o calculation indicates compliance y iP with the Florida Energy Code. 1 fill Before construction is completed - this building will be inspected for compliance with Section 553.908 Florida Statutes. C01) wa'v BUILDING OFFICIAL:-. 3r..1rcv'irUM DATE: r I%''.. c M'Mr- 1RI EnergyGauge® ( Version: FLRCSB v3.30) FORM 60OA-2001 IN SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1971.0 25.78 9146.2 Single, Clear N 1.0 7.0 39.0 30.19 0.99 1160.1 Single, Clear E 1.0 7.5 39.0 63.97 0.99 2465.5 Single, Clear W 1.0 7.5 39.0 57.68 0.99 2223.7 Single, Clear S 9.0 9.5 64.0 48.22 0.57 1767.4 Single, Clear S 1.0 6.5 32.0 48.22 0.96 1484.1 Single, Clear W 23.0 9.5 48.0 57.68 0.41 1124.3 Single, Clear E 1.0 6.5 23.0 63.97 0.98 1439.7 Single, Clear E 1.0 6.5 16.0 63.97 0.98 1001.6 Single, Clear E 1.0 6.5 16.0 63.97 0.98 1001.6 Single, Clear N 9.5 14.5 16.0 30.19 0.79 381.3 As -Built Total: 332.0 14049.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 177.0 0.70 123.9 Concrete, Int Insul, Exterior 4.1 1533.9 1.18 1810.0 Exterior 1595.9 1.90 3032.2 Frame, Wood, Exterior 11.0 62.0 1.90 117.8 Frame, Wood, Adjacent 11.0 177.0 0.70 123.9 Base Total: 1772.9 3156.1 As -Built Total: 1772.9 2051.7 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1971.0 2.13 4198.2 Under Attic 30.0 2007.8 2.13 X 1.00 4276.6 Base Total: 1971.0 4198.2 As -Built Total: 2007.8 4276.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 228.5(p) 31.8 7266.3 Slab -On -Grade Edge Insulation 0.0 228.5(p 31.90 7289.1 Raised 0.0 0.00 0.0 Base Total: 7266.3 As -Built Total: 228.5 7289.1 INFILTRATION Area X BSPM Points Area X SPM Points 1971.0 14.31 28205.0 1971.0 14.31 28205.0 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeC/FlaRES2001 FI_2CSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method 'A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37564.1 Summer As -Built Points: 41418.2 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) 41418.2 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 13278.2 37564.1 0.4266 16024.8 41418.2 1.00 1.188 0.284 0.950 13278.2 EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 r. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1971.0 5.86 2079.0 Single, Clear N 1.0 7.0 39.0 15.07 1.00 586.6 Single, Clear E 1.0 7.5 39.0 12.37 1.01 485.1 Single, Clear W 1.0 7.5 39.0 13.25 1.00 516.6 Single, Clear S 9.0 9.5 64.0 9.90 1.80 1139.0 Single, Clear S 1.0 6.5 32.0 9.90 1.00 317.6 Single, Clear W 23.0 9.5 48.0 13.25 1.11 708.1 Single, Clear E 1.0 6.5 23.0 12.37 1.01 286.6 Single, Clear E 1.0 6.5 16.0 12.37 1.01 199.4 Single, Clear E 1.0 6.5 16.0 12.37 1.01 199.4 Single, Clear N 9.5 14.5 16.0 15.07 0.99 239.2 As -Built Total: 332.0 4677.5 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 177.0 1.80 318.6 Concrete, Int Insul, Exterior 4.1 1533.9 3.31 5069.5 Exterior 1595.9 2.00 3191.8 Frame, Wood, Exterior 11.0 62.0 2.00 124.0 Frame, Wood, Adjacent 11.0 177.0 1.80 318.6 Base Total: 1772.9 3510.4 As -Built Total: 1772.9 5512.1 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1971.0 0.64 1261.4 Under Attic 30.0 2007.8 0.64 X 1.00 1285.0 Base Total: 1971.0 1261.4 As -Built Total: 2007.8 1285.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 228.5(p) 1.9 434.1 Slab -On -Grade Edge Insulation 0.0 228.5(p 2.50 571.3 Raised 0.0 0.00 0.0 Base Total: 434.1 As -Built Total: 228.5 571.3 INFILTRATION Area X BWPM Points Area X WPM Points 1971.0 0.28 551.9 1971.0 -0.28 551.9 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FI-RCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6038.8 Winter As -Built Points: 11668.0 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) 11668.0 1.000 1.078 x 1.160 x 0.95) 0.449 0.950 5913.5 6038.8 0.6274 3788.8 11668.0 1.00 1.188 0.449 0.950 5913.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeURaRES2001 FLRCSB d3.30 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 16025 3789 7692 27506 1 13278 5913 7871 27063 PASS THE STgr, on a EnergyGaugeTM DCA Forth 60OA-2001 EnergyGaugeOffilaRES'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 cavitV 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 bv 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. Insulation. HVAC Controls 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"' DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1 The higher the score, the more efficient the home. I . New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family I SEER: 12.00 _ 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned Floor area (ftl) 1971 ftl c. N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 332.0 ft' 0.0 ft' 13. Heating systems b. Clear - double pane 0.0 ft' 0.0 ft' a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' 0.0 ft' HSPF: 7.60 _ d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 228.5(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 1533.9 ft' EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 62.0 ftl b. N/A c. Frame, Wood, Adjacent R=11.0, 177.0 ft3 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, 2007.8 ft2 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. A H (Sealed): 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) ST4r ointhishomebeforefinalinspection. Otherwise, a new EPL Display Card will be completed 0- tia a r . a r based on installed Code compliant features. vj iiii a Builder Signature: Date: a Address of New Home: City/FL Zip: e Cop We 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 86 for a US EPA/DOE EnergyStar "designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you 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. EnergyGaugeg (Version: FLRCSB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: BROOKWOOD II 03.02.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project • • For. NtJ4;EC N HJVES Design Information Weatw. QiandqAP, FL, US Winter Design Conditions Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design TD Relativrange T i* Moisture difference Heating Summary Build'' heat loss 42867 Btuh Ventilation air 0 Cfm Ventilation theat badir 42867 Bkh Infiltration Metii cl Sunp %d Construction quality Average Firelplaces2 Volumft( ey Air cha esbour Equiv. AVF (dr n) He Cool' 9T01852718527 0.80 0.40 247 124 Heating Equipment Summary Male TR* E Trade Efficiency 9 afixit Heat term rise Adual eating fan Heating air flow factor Space #wTiostat 0 Btuh @ 47°F 1400 f 0.033 drnBtuh 93 OF 75 OF 18 OF M 50 % WEE. Sensible Cooling Equipment Load Sizing Structure 30125 Btuh Ventilation 990 Btuh Design t per Rahare swing3.0 OF swing multiplier 0.98 Total sens. equp. bad 30492 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Bahl Infiltration 3642 Btuh Total latent equip. bad 6257 Btuh TOW emA xnent bed 36759 Bb h Req. tdaly at 0.70% SHR 3.6 ton Cooling Equipment Summary Malay TPME Trade Efficiency Sensible oodng Latent coo6 TActl ogM Ingfan Cooling air flow factor Load sensible heat ratio 120 EER 29050 Bkh 12450 Btuh 41500 Btuh 1400 cfm 0.046 dhvBtuh 83 % Sold/ italic values have been manually overridden PrvlW Certified by ACCA to meet ag requmernents of Mar d J 7th Ed. wrightsoft Right - Suite Resldentlal^ 5.5.06 RSR26013 2002-Jun-10 16:48:18 AM E:% Flles%MORRISON 2002/1971 BROOKWOOD11971 BROOKWOOD.rsr Page 1 s RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: BROOKWOOD II 03.02.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18527 ft3 x 0.0167 = 247 cfm 2 Winter infiltration bad 1.1 x 247 cfm x 32 OF WrterTD = 8696 Btuh a winter infiltration HTM 8696 BtLh / 370 ft2 Total window = 23.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18527 ft3 x 0.0167 2 Summer infiltration bad 1.1 x 124 cfm x 18 OF SurnrwTD = a suTmer ine atiorn HTM 2446 Btuh / 370 ft2 Total window = and door area 124 cfm 2446 Btuh 6.6 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.diff. x 124 cfm = 3642 Btuh FVUVUure v - QyulNnrCnL ;1rc111y waua 1. Sensible stung bad Sensible ventilation load 1.1 x 50 cfm vent x 18 OF SuTmaTD = 990 Blum Sensible load for structure (Line 19) + 30125 BtLh Sum of ventilation and stnicttue bads = 31115 BtLh Rating and ternperatiJre swing multiplier x 0.98 EgAx nernt sizing bad - sensible = 30492 Bkh 2 Latent stung bad Latent ventilation load 0.68 x 50 cfm vent x 43 grAb moistdii f. = 1474 Bhb Internal bads = 230 Bhh x 5 people + 1150 BILK Infiltration load from Procedure C + 3642 Btr.h Eq<opmerd sing bad - latent = 6267 Btuti Construction Quality is: a No. of Fireplaces is: 0 Bold/Italic values have been manually overridden PrvrhDut oertified by ACCA to meet all mWirernents of Manual J Th Ed. C wriglhtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-10 16:48:18 EAFlles\MORRISON 2002\1971 BROOKWOOD\1971 BROOKWOOD.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: BROOKWOOD II 03.02.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D. W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R DEN a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 39.0 0.0 DINING ROOM a n se a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 47.4 39.0 0.8 KITCHEN BREAKFAST a n nw a C n 0 d 1 1 90 1.0 1.0 1.5 6.0 39.4 39.0 0.0 GREAT ROOM b n sw a C n 0 d 1 1 90 1.0 9.0 1.5 8.0 47.4 64.0 64.0 MASTER SUITE a n sw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47.4 32.0 0.8 b n nw a c n 0 d 1 1 90 1.0 23.0 1.5 8.0 39.4 48.0 0.0 MASTER BATH\WIC a n se a C n 0 d 1 1 90 1.0 1.0 1.5 5.0 47A 23.0 0.6 BEDROOM 2 a n se a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47.4 16.0 0.4 BATH 2 BEDROOM 3 a n se a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47A 16.0 0.4 UTILITY ROOM FOYER a n ne a c n 0 n 1 1 90 1.0 9.5 11.0 3.5 62A 16.0 0.0 C wrightsoft RlghtSulle Residential^' 5.5.06 RSR26013 2002-Jun-10 16:48:18 m EAFlles\MORRISON 2002\1971 BROOKWOOD%1971 BROOKWOOD.rsr Page 1 PI ,jiT;.J WORKSHEET ntre ouSe DEL AIR HEATING,AIR CONDITIONING,R Job: BROOKWOOD II 03.02.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 It m to 1 Na redoaedrocm Entire House DEN DIN)NGR(OM KITCHENT4nINAAAL2Lerep%d 2285 R 33.0 R 335 R 130 R 3 RUM drereons 120 x 130 R 135 x 13.5 R 13.0 x 205 R cawvs Cordt Option 9.4 ftheelbool d 9.4 flheetivd 9.4 R halbod 9.4 R I healbod TYPE OF CST HTM Area Load (Btiln) Area Load PM Area Load (Bull Area Load w) E) FO6LaiE NOL Htg Clg R) Htg Clg fl2) Htg I Clg R Htg Clg M Htg I Clg 5 Gross a 14B 41 21 1 31 122 Epoaed b 12C 2 1. 0 m wis and c 13C 3 1 301 113 0 parttoors d 0. 0 1 0 0 e 0. 0. 0 0 f01 0. 0 0 0 6 Wnd• sand a 1C 37. 2211 8131 39 1441 39 1441 0 0 glassdoors b 8C 37. 11 4140 0 0 0 0 HaE* V c 9C 38. 0 0 0 0 d0. 0 0 0 0 0 e 0. 0 0 0 0 f0. 0 0 0 0 7 V*xk) and North 20. 1369 1 1 0 glass doors NEMW 42 59a"T 3, 1537 0 0 Cooing FJW 0. 0 0 0 SE4iW 47. 123 5925 38 1809 0 Safi 0. 0 0 0 0 Haz 0. 0 0 0 8 Oherdoors a 11A 1 12 717 484 0 0 0 0 b 11A 18. 12 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 01 0 9 Net a 14B 4. 21 m 689B 3078 271 1250 55g 163 751 122 563 eked b 12C 2 1. 179 121 0 0 2) 5B aals and c 13C 3 1 2B3 831 331 0 113 1 0 0 parfliors d 0. 0. 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 10 Ceiugs a 16D 1. 203E 3405 4469 1 265 347 182 406 257 b 0. 0. 0 0 0 0 0 0 c 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 11 Floors a 22A 25.E 01 229 5923 0 X 855 034 13 3370 Nola: roam b 0. 01 0 0 0 c 0 0 c 0 0 parr neia c 0. 0. 0 0 0 0 0 0 Is displ. d 0. 0. 0 0 0 0 0 0 for slab a 0. 0 .1 0 0 0 c0 0 0 0 floas) f 0. 01 0 0 0 0 0 0 12 InNtr-ation a 6.6 370 8696 2w 39 917,25B 39 91 258 0 0 01 13 Slt:blal bss-6+8 +11+12 38970 472{ 1410 Less e rd heefitg 0 0 Less bands 0 Heatig redshbrrtim 0 0 14 Duct loss 1 3897 1 473 1 10 141 15 Total loss =13+14 421s/ 52)0 51 1551 16 ht gaits pewb @ 300 E- 1500 0"" 0 1 300 0 1 0 1 1 17 blot StRSHgai,F7+&+1+12+16mLass eharel 000ilg 0 0 Less transfer 0 Cooing redstrbrfiorl 0 0 18 Dud gait 1 2739 1W' 270 1 3w 10 19 Total RSH g*F(17+18)'RF 1A0 30t25 1.00 29M 1D0 100 2) Ai requied (cira 1400 1400 170 138 1 1 51 1 ftYDLA certified by ACCA b meet ag m m ments of Marnlal J 7M Ed. wroghtsot=C Right-Sulte Resldentlal- 5.5.06 RSR26013 2002-Jun-10 16:46:16 EAFIIes1MORRISON 200211971 BROOKWOOD11971 BROOKWOOD.rsr Page 1 PI ,)iTd WORKSHEET nt re ouse DEL AIR HEATING,AIR CONDITIONING,R Job: BROOKWOOD II 03.02.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 11AQNUPL J: m to 1 droom 8REA1,FAST GFEATROOM MASTER SUITE MASTB2BATMWIC 2 Lenghdaposed%%d 7.5 ft 37.0 ft 41.0 ft 13D ft 3 fbartch. aeb 75 x 14.0 ft 14.0 x 23.0 ft 18D x 14.0 ft 13.0 x 18.5 ft 4 Ceikgs Condt Option 9A Itteai6od 9A ft heatt od 9A ft heatbod 9.4 ft ttaetlod TYPE CF CST mm Area toed (Bait) Area Load (T3u v Area toed (Blft) Area Load (BtI E*CSURE NO. Htg CIg M Htg CIg m Htg CIg ft H Clg ft Ho 5 Goss a 14B 4 21 71 385 122 Etp b 12C 2 1.9 z"" 0 0 vvraCs and c 13C 1 0 0 paOtiQts d 0. 0.c c"" 0 0 e 0. 0. 0 0 f01 0. 0 0 6 VAxbnsad a 1C 3" 1441 0"" 32 11 23 im glass doors b 8C 37. 0 2365 48 m 0 Hng Heatingc 9C 36 0 0 0 0 0 d 0. 0 0 0 0 e 0. 0 0 0 0 f0. 0 0 0 0 0 7 Wrtdans and North 20.4 0 1306 1 17 1 1 glass doors NE1NW 4 1537 0 48 1891 0 Cooling ENV 0. 0 0 0 0 SESW 47. 0 0 31 1477 22 1 Smith 0. 0 0 0) 0 Horz 0 0 0 0 0 8 Olherdoors a 11A 18 10 0 0 0 0 0 b 11A 18. 12 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 9 Net a 14B 4.E 21 1 145 65 2N 13Ct 5B4 305 14M 629 99 457 234 e pzw b 12C ZE 1 z 63 43 21 5E 39 0 0 0 wars and c 13C 3 1 0 0 c 0 0 c 0 0 pal8o is d 0. a 0 0 c 0 0 0 0 e 0. 0 c 0 0 c 0 0 0 f 0. 0. 0 0 0 0 0 0 0 10 Cedmgs a 16D 1. 105 178 234 546 717 22 561 241 40B b 0. 0. 0 0 0 0 0 0 c 0. 01 0 0 0 0 c 0 0 d O.c OX 0 0 0 0 c 0 0 e 01 0. 0 0 0 c c 0 0 f 01 OX 0 0 0 0 0 0 11 Floors a 22A 25.S 0. 194 0 37 95D 0 41 lcm 13 337 Nob: roan b 0.( 0. 0 0 0 0 0 0 0 c 0. 0.c 0 0 0 c 0 0 0 0 rss d 0. 0. 0 0 0 c 0 0 0 0 for slab a 01 01 0 0 0 c 0 0 0 0 Mors) f 01 0. 0 0 0 0 0 0 0 12 Infkation a 3G 917 258 69 1 4231 80 1 529 23 541 1 13 St6total bss,* 8&+11+12 2939 6740 7734•.•• m Less Wand heating 0 0 Lessaarda 0 0 1 1 1 10 14DudIloss 294 67 45B 15 Total loss =13+14 3233 7414 8n 16 Irt gaits People Q 300 c"" 0 3"" 900 1 300 0 1 0 0 17 Stet RSH gair=7+(L+1+12+116 2l 3969 1 Less ® dental cocfig 0 0 Lesstartsb 0 0 Cooing redslrbtr5m 0 0 18 Dud gait 101y, 214 lox 397 1 440 10 1 19 Total RSH gair-(17+18)TV 1.00 2349 100 43 100 5M 100 21 fl Airequied (dot) 1 109 2A3 276 1 PrQTW owWW by ACCA b meet ag regime a is of Mmxd J Th Ed. wr gF-rftsoft Rlght-Suite Resldentlalft 5.5.06 RSR26013 2002-Jun-10 16:48:18 E:% Files\MORRISON 2002/1971 BROOKWOOD11971 BROOKWOOD.rsr Page 2 PI PT4 ORKSHEET ntire cMe DEL AIR HEATING,AIR CONDITIONING,R Job: BROOKWOOD 11 03.02.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone. (407) 831-2665 71h Ed 1 Narne d room BEDROOM 2 BATH 2 BEDROOM 3 UTUTY ROOM j4M* UAL,k 2 Lerg1hdepo9edvvel 11.0 ft 0.0 ft 255 ft 6.0 ft 3 RoorndnaEbs 11.0 x 14.5 ft 6.0 x 8.0 ft 14.5 x 11.0 It 7.0 x 75 ft Ce3tgs Candt.Option 9A he0lbod 9A rt ftaLbod 9A fl haibod 9.4 ft hea<bod TYPEOF CST HTM An3a Load Pk" Area Loed(SYf>) G9DWOSLRENQHtgClgItsHL9CJft') Htg flArea HtALoad CIg ftilAreaLjxd Clg 5 C+oss a 14B 41 21 103 0"" 108 0 l3 ed b 12C 2 i.E c"" 0 0 0 vanand c 13C 3. 1 132 partDorts d 01 0. 0 0 e 0. 0. 0 0 f0. 0. 0 0 6 WFdansad a 1C 37. 1E 591 16 v 0 0 glass doors b 8C 37.c 1 0 0 0 0 Heals g c 9C 38. 0 0 0 0 d 0. 0 0 0 0 e 0. 0 0 0 0 f ox 0 0 0 7 Wrd sad North 20. 8 c"" 0 f 0 glass doors NEM 42 0 0 0 0 Cooilg EPW 0. 0 c 0 0 0 SEISIN 47. 1 733 0 1 73E 0 0 South 0. 0 0 0 0 Horz 0. 0 0 0 0 8 Olherdoors a 11A 18. 12 0 0 0 0 18 340 b 11A 18. 12 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 9 Net a 14B 4. 21 403 180 0 92 189 0 0 b 12C 2 1 0 0 0 0 0 0 v and c 13C 3.11 0 0 132 41 154 3B 12D partborts d 0. 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 If 0. 0. 0 0 0 0 0 0 10 Cedugs a 16D 1., 2; 160 271 355 a 107 16D 27' 355 53 89 11 b 0. 0.( 1 0 0 c 0 0 0 c 0. 01 c 0 0 0 0 0 0 d 0. 0. 0 0 0 0 e 0. 0. 0 0 c 0 0 0 f 01 01 0 0 0 0 0 11 Floors a 22A 25.S 0. 11 285 0 0 26 66 6 1 Nola: room b 0. 0. 0 0 0 0 0 0 c 0. 0. 0 0 0 0 srcr d 0. 0. 0 0 0 0 0 0 forsFab a 0. 0. 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 0 0 12 Infibalb a 23 6. 1 376 106 16 106 18 423 11 13 Su k3tal mx6+6..+11+12 1926 81 1127 Less exten al haali g 0 0 Less ransfrx 0 0 1 l 1 0 14 O redstbu6on loss 193 27 10 11 15 Total loss =13+14 2118 301 1240 16 id gaits Plxple ® 300 c"" 0 0"" 0 0 0 1 0 0 1 60( 17 Suilbt RSH Bair r=7+8.+12+1161389 U17 1I 111 Less edarM owing 0 0 Less trartda 0 0 Gaoling redstnbt6on 0 0 18 Duct gain 1 139 1BY 11 1 10 19 TdaIFtSHgaiF(17+18)'PLF 1D0 1521 10D 118 10D 1100 1721 20 APregrlred (drn) 69 71 RmtoLA oertified by ACCA t0 meet a0 mgLmermits of Manual J Th Ed. wr ghtsofit Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-10 16:48:18 EAFIleMMORRISON 2002%1971 BROOKWOOD11971 BROOKWOOD.rsr Page 3 PIG}ITd ORKSHEET nt re C%e DEL AIR HEATING,AIR CONDITIONING,R Job: BROOKWOOD II 03.02.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831.2665 MANUAL J 71h Ed 1 Nwedroom FOYER 2 Lerch deposed %kd 8.0 ft 3 Roomch. gsrs 8.0 x 80 ft 4 Ce&Vs Ccr& Option 9.4 1heaWod TYPE OF I CST WM Area Load (Bni1) Area Area Area DFOSLM Na Htg Clg ft1 Htg Clg Htg Og Htg Clg Htg Clg 5 Gross a 14B 4. 21 6poaed b 12C ZE 1. Halo and c 13C 3. 1 c parliias d 0. 0. c"" e 0. 0. f0. 0. 6 V1kdbnsaid a I 37. 1 591 glass doors b 8C 37. 0 Healing c 9C 3B. 0 d 0. 0 e 0. 0 f 0. 0 7 Wrcbasad North 2" 0 glass doors NEMW 42 1 99B Cooing ENV 0. 0 SESw 47. 0 Sash 0. c"" 0 Horz 0. 0 8 OQ>erd= a 11A 18. 12 378 25 b 11A 18. 12 0 0 c 0. 0. 0 0 9 Net a 143 4. 21 3E 181 81 eked b 12C 2 1. 0 0 wab and c 13C 3. 1 0 0 pariDors d 01 0. 0 0 e 0. 0. 0 0 If 0. 0. 0 0 10 Cedugs a 16D 1. 109 142 b 0. 0. 0 0 c 0. 0. 0 0 d 0. 0. 0 0 e 0. 0. 0 0 f 0. OX 0 0 11 Floors a 22A 25. OX E 207 0 Nm loom b 01 OX 0 0 c 0. 0. 0 0 sP dispel. d0. 0. 0 0 for slab a 0. 01 0 0 floors) f 0. 01 0 0 12 IrdM.6. a 6B 3q 846 23B 13 Subbtal bss*+ 8-+11+12 2312 Less eatxral heabg 0 Las trim lib 0 g redstrbutlo 1 0 14 Duct loss 1 231 CAQA 15 Total lose =' 13+14 16 bt gain Pocpd Q 0 1 0 17 Slblot RSH gait= 1 7++2++1161714 Lesse*m d cooling 0 Less trarefer 0 Cooling redsbtbrficn 0 18 Ductgait 1030, 171 19 Total RSH gai,=(17+18)-P F 1.00 1886 20 Airegr6ed (dn) PrrW aerged by ACCA b0 meet ag m memerlls of Manual J 7ih Ed c wrrrghtsOR Right - Suite Residential- 5.5.06 RSR26013 2002-Jun-10 16:48:18 AC k E:\ Flles%MORRISON 2002%1971 BROOKWOOD%1971 BROOKWOOD.rsr Page 4 Room* L= fd Iz.lz I.d 26e 1..1. i rae ® mt -n ' 3' ba h t to rc of 5 ` w/fa 1 6 l.cd y IDA l.cd IOS 6' oil I 25s11 e J*=t o 1O I.od 1 ___ i• 65 1 m 6. 4.1 — gI. I1 o.0 sI 25sh 1..811 165 W e 10• . a. --t-r• drr.r to roof c.P J 1 is5 10 1 1A.8 I.cd c l r3.5 Tul .1IOKV t24Ov IPMiiri' a I 18.13 aad 1 Lstrp4ttorn by 2-26sh bldrI 1 scw. nie••1ro• Must have 4 .,nt.un ClearanCP Of 4 In Chas around the dr handler per the State Energy Code. All duct has an r=6 Ytsutatlon value. Ra ting 5 O's, u CN z oa cnz m U > Q O N N I=? o LU F C:) o O O W O A Z'0 V) O 03 0w o o p O o o> o r N In w > Z 0 Z J Q H m Q 7-1 O O Q ma_J(n00 TERMITICIDES .R GI$47ERED]N'FLORIDA FOR PREVENTIVI,'TREATMENT OF NEW ... Page 1 .of 2. w. y TERMITICIDES REGISTERED IN FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list if they meet the requirements for registration as a pesticide product as required by Chapter487, F.S., and the registered label contains directions for use on new construction. Inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or implied, of the product by the Department of Agriculture and Consumer Services. EPA Product Brand Name Company Name Active Ingredient Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE 59905-9TEfRAHYDRATE BIFLEX SFR TERMITICIDE / INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP. BIFENTHRIN 279-3112 BOARD DEFENSE IN-CIDE TECHNOLOGIES, INC. DISODIUM OCTABORATE TETRAHYDRATE 44757-20 BORA-CARE NISUS CORP. DISODIUM 64405-1 TE CHLORPYRIPHOS PRO TERMITICIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122CONCENTRATE CYREN TC SPECIALITY TERMITICIDEI INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 6T760-10 DEMON TC SYNGENTA CROP PROTECTION. CYPERMETHRIN 10182-107INC. DRAGNET SFR TERM RICIDE/INSECTICIDE FMC CORP. PERMETHRIN 279-3062 DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBAN TC DOW AGROSCIENCES CHLORPYRIFOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP. SULFLURAMID 279-3196STATION LABYRINTH TERMITE BAIT ENSYSTEX, INC.' DIFLUBENZURON 68850-2 SFRMARTIN'S PERMETHRIN INSECTICIDETERMITICIDE /INSECTICIDE CONTROL SOLUTIONS, INC PERMETHRIN 70506.E-53883 NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN LG CHEMICAL AMERICA, INC PERMETHRIN 71532-2-73006TERMITICIDE/INSECTICIDE PERMETHRIN PRO TERMITICIDE-TURF- MICRO FLO COMPANY LLC PERMETHRIN 5103E 287ORNAMENTAL PRELUDE TERMITICIDEANSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95INC. PREMISE 75 INSECTICIDE IN WATER BAYER CORP IMIDACLOPRID 3125455SOLUBLEPACKETS file://C:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 PRESCRIPTION TREATMENT BRAND TC 223 WHITMIRE MICRO-GEN DIFLUBENZURON 499-488 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDEIINSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT II DOW AGROSCIENCES, LLC HEXAFLUMURON 62719-272 SHELLGUARD PERMA-CSYSTEMS, INC DISODIUM OCTABORATEHINK TETRAHYDRATE 59905- 6 SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTAR TERMITICIDE/ INSECTICIDE FMC CORP. BIFENTHRIN 279.3208 TALSTAR TERMITICIDE/ INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / INSECTICIDE UNITED PHOSPHORUS, INC PERMETHRIN 70506-6 TERMIDOR 80 WG TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL SCIENCES USA LP FIPRONIL 432-900 TIM-BOR PROFESSIONAL' UNITED STATES BORAX & CHEMICAL COMPANY DISODIUM OCTABORATE TEfRAHYDRATE 1624- 39 TERMITICIDE TIC ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDE/ INSECTICIDE CONCENTRATE AVENTIS ENVIRONMENTAL SCIENCES USA LP CYANO 432-767 IVR 8R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 Note: This product Is no longer shipped and distributed In the State; however, material In trade channels may be purchased -and used acoordIn to label directions. ., o.. Pesticide Product Brands: 34 Corrlpanies: 22 List updated: April 1, 2002 If you have a question regarding a pesticide (termiticide) that is not listed please complete the product information form and submit Inquiry to Department of Agriculture & Consumer Services. Termiticide for New Construction Registration Inquiry Form - This page has been accessed times since March 4th, 2002 fileXCAWINDOWS\Temporary% 201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 Do • • A PRODUCT OF NISUS CORPORATION e/03 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: EPA Reg. No.64405-1 Disodium Octaborate Tetrahydrate (Na 2Be0,3. 4H2O):........ 40.0% EPA Est. 64405-TN-1 INERT INGREDIENTS: ........................................................ 60.0% U.S. Patent Nos.5,104,664 5,460,816 Density: 11.51 pounds per gallon 5,645,828 6,426,095 KEEP OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply artificial respiration If Indicated. Contact a physician If warranted. If In Eyes: Flush with plenty of water. Get medical attention If irritation persists. If On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY Involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-CARED solutions carelessly spilled or applied to cropland or growing plants Including trees and shrubs may kill or seriously retard plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate water when disposing of equipment washwaters. IDIRECTIONS FOR USE It Is a violation of Federal law to use this product In a manner Inconsistent with Its labeling. NOTICE Read and understand the entire label before using. Use only according to label directions. Before buying or using this product, read "WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. If terms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. BORA-CARE° should be applied only to bare wood, plywood, particle board and other cellulosic materials where an Intact water repellent barrier such as paint, stain, or a sealer is not present. The use of this product In food processing establishments should be confined to time periods when the plant Is not In operation. Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or thoroughly cleaned before using. After treatment In food processing plants, thoroughly wash all equipment, benches, shelving, etc. where exposed food will be handled, with an effective cleaning compound and rinse with potable water. When spraying overhead Interior areas of homes, apartment buildings, etc., cover or protect all surfaces below the area being sprayed with plastic sheeting or other material which can be disposed of If contamination from dripping occurs. Do not apply In food serving areas while food Is exposed. BORA-CARE° Is NOT a soil termiticide and should not be used directly to treat the soil. STORAGE AND DISPOSAL Do not contaminate water, food or feed by storage or disposal PESTICIDE STORAGE: Store In a dry place. Do not store where children or animals may gain access. Do not freeze. PESTICIDE DISPOSAL: Do not contaminate water when disposing of equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for recycling or reconditioning, or puncture and dispose of In a sanitary landfill, or incineration, or If allowed by state and local authorities, by burning. If burned, stay out of smoke. CLEANUP: Use soap and water to clean up tools. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemlcal-resistant gloves, and protective eyewear. When applying BORA-CARE' In confined spaces, It Is recommended that ventilation or an exhaust system be provided. If this is Impractical, the use of a NIOSH approved respirator with an organic -vapor removing cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefix TC-14G), or a NIOSH approved respirator with an organic vapor (OV) cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth or absorbed with appropriate materials. (Refer to the BORA-CARE° Material Safety Data Sheet for additional health and safety Information.) MADE IN THE U.S.A.MsUs 100 Nisus Drive, Rockford, TN 37853 800) 264-0870 www.nisuscorp.com o. 1. MIXING INSTRUCTIONS I. GENERAL INFORMATION BORA-CARE® Is a concentrate which must be diluted with clean water before use. The use of warm or hot water, If available, and an Impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE' directly In a spray tank can block hoses and nozzles. B. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CAREm concentrate. Allow to mix until uniform. Use 1:1 and 2:1 BORA-CARP solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or in tank overnight. Clean and/or flush equipment and lines with water after use. BORA-CAREm may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other Insects. 11. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CAREm Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution ratio may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anobild and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2' thick or greater. Drywood Termites, 5:1 Two (2) applications Powderpost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2' in thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber BORA-CAREm Is an Innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides long term protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisltermes Powderpost Beetles: Lyctidae, Bostrichidae Anoblid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerambycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scoiytldae Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CAREm can be used on all cellulosic materials Including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatment/barder termiticide treatment is required by law, BORA-CAREm should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring In termiticide-treated soil. As a remedial treatment, BORA-CAREm will both eliminate and prevent Infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CAREm is applied directly to the wood, It can be used in areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active Ingredient In BORA-CARP is an inorganic salt and once in place, It will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. IV. REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOSTAND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying and/or Injecting BORA-CAREm solution Into beetle holes, termite and carpenter ant galleries and decay pockets. Apply one (1) coat of BORA-CAREm solution to the point of wetness to all Infested and susceptible wood, paying particular attention to infested areas. Two (2) coats of BORA- CAREm solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily Infested areas waiting at least 20 minutes between applications. In cases where the Infestation is not accessible from the surface, small holes may be drilled Into the wood in order to gain access to the Infested area. Inject enough diluted solution to completely flood galleries or voids. Adjacent Intact wood may be treated by pressure Injecting BORA-CARP Into holes drilled into the wood at eight (8) to ten (10) Inch Intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. For treating Infested wall voids, refer to Sections IV. E. and F. K B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CAREm solution to the point of wetness to all Infested and susceptible wood surfaces including sill plates, piers, girders, subfloors, floor joists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CARP solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARP solution per 200 square feet of floor area (400 square feet of wood surface area). C. Buildings on slabs may be treated by applying BORA-CAREm solution Into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the Infested area. Drill holes adjacent to the side of each stud every 18-24 Inches along Its length and Inject at least 1/3 fluid ounce of BORA-CAREm solution per hole. Drill at least one hole per stud bay near the floor In order to treat the base plate in each void. Treat entire wall areas as opposed to single stud bays in order to Include the Infested area completely within the treatment zone. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two 2) parts water to one (1) part BORA-CAREm (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface. For treating infestations of subterranean or Formosan termites, two (2) coats may be required, wailing at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10% or less before applying final finish. BORA-CAREm applications may raise the grain of the wood and an additional M sanding maybe necessary before applying a new finish. Although BORA-CAREm is compatible with most floor coatings, always test a small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: If surface is tacky or residue Is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final pg)u sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution Into voids and channels In damaged and suspected Infested wood and/or through small holes drilled into walls and baseboard areas. Holes should be spaced no more than 24" apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interfere with distribution of the BORA-CARP solution. If necessary, remove or displace insulation prior to treatment. F. Foam applications: BORA-CAREm can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CAREm (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill tfle void. Foam will take approximately one (1) hour to return to liquid state and soak Into bare wood. Apply foamed BORA-CAREm to void spaces at a 1:20 to 1:30 foam ratio (one [1 ] gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces In the void space. G. Foam Insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE* (2:1) solution Into the Infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam Insulation, such as po lylsocyanu rate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be Injected, as well as surface sprayed, to achieve proper control or prevention of Infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members Is available. Normally this is at the 'dried -In" stage of constructlon when all structural wood and sheathing is In place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE* 1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to Include all sills, plates, floor joists, piers, girders and subfloors. Treat wood In all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on Interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all Interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CAREm solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood Including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections VIII and IX for complete exterior application information). 3 V1. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CAREm (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members Is available. Normally this is 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, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one (1) gallon water to one (1) gallon BORA-CAREm(1:1) solution to point of wetness In a 24-Inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to Include all sills, plates, floor joists, plers, girders and subfloors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces In order to provide a two (2) foot wide barrier of BORA-CAREm treatment against termite penetration. On wood where access Is limited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) coats of BORA-CAREm solution. Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entire perimeter of the structure with a 244nch wide band of BORA-CARE° solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure Injecting BORA-CARP Into holes drilled Into the wood at eight (8) to ten (10) Inch Intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CAREm (1:1) solution to all base plates and the bottom 24 Inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CAREm solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood In plumbing walls and apply to any wood in bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-Inch wide barrier of treatment between the soil and the balance of the structure. VII. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five. (5) gallons water to one (1) gallon BORA- CAREm (5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist. Wait at least 20 minutes between applications. VIII. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an Intact water repellent or finish is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE° solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA- CARE• solution to heavily Infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If Inclement weather is expected, protect exterior treated surfaces with a plastic tarp. For wood In contact with the ground or soil, see Section XI. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA- CARE will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six ( 6) weeks of treatment. It is Important to allow BORA-CARE• treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an Intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA- CAREm solution to the point of wetness to all Interior and exterior wood surfaces. Refer to application chart for minimum amount of BORA- CARE° to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10' or greater in diameter and rectangular logs larger than 6' x 12'. Wait at least one (1) hour between applications. Two (2) coats of BORA- CAREm solution should also be applied to log ends, notches, comers and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply In rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA- CARP will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six 6) weeks of treatment. It Is important to allow BORA-CARP treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. L1 X. DIP TREATING LOGS AND LUMBER XI 11. WARRANTY LIMITATIONS AND DISCLAIMER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE* (5:1) . This will result in a stable solution containing 9% active Ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged In the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CAREm treatment to wood in contact with the ground or soil has a limited lifespan and will require periodic reapplication. Protection may be extended with the use of products such as JECTAG. XII. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CAREeto inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may Impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or Insect infestation Is not guaranteed. Neither the manufacturer nor seller shall be liable In respect to any injury or damage suffered by reason of the use of this product for a purpose not Indicated by the label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if necessary, from the owner, following Investigation by the user. BORA- CAREm and JECTAO are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood 1: 1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARE® Diluted BORA-CAREeto Inches) Will Treat Up To: Treat 1000 Square Feet 1/ 4 1,600 Square Feet 0.6 Gallons 3/ 8 1,067 1.0 1 / 2 800 1.2 3/ 4 533 1.8 1 400 2.6 TABLE C. Round Logs 1: 1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of Diameter BORA-CAREe Diluted BORA-CAREeto inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4' NOTE: The numbers listed above are based on an application rate of one (1) gallon of BORA-CARE® solution to 400 board feet of wood. Nisus 100 Nisus Drive Rockford, TN 37853 800- 264-0870 www. nisuscorp.com National Evaluation Service Inc. MEN 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 WIN Phone:703/931-2187 Fax:703/931-6505 MERNATIONAL website: www.nateval.org CODE COUNCIL,. NATIONAL EVALUATION REPORT Report No. NER-617 Copyright © 2001, National Evaluation Service, Inc. Issued October 1, 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 nlsus(d)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 consistencyaswater. 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 accordancewith local, state, or federal pest control regulations. BORA CARE is Gear 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 date 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 Paae 2 of 2 Report No. NER-617 5.0 IDENTIFICATION 7.1 Each container of BORA-CARE® Termiticide, Insecticide and Fungicide covered by this report shall be labeled with the manufacturer's name/and or trademark and this National Evaluation Service evaluation report number, NER-617 for field 7.2 identification. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descri ptive 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. 7.3 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 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. 7.6 BORA-CARE was evaluated only for. resistance to subterranean termites. 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern 7.6 Subterranean Termite, Ft. Lauderdale Research & Education Center, WAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su. 7.7 6.4 Test report; January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 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 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® Termiticde, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 20001ntemational Building Code© with 2001 Supplement, the 20001ntemational Residential Code© with 2001 Supplement; the BOCA National Building Coda/1999, the 1999 Standard Building Code©, the 1997 Uniform Building Coder*', and the 1998 intemational One- and Two- Family Dwelling Code subject to the following conditions: BORA-CARE is water soluble and shall be protected as noted in Section 4.3 above. BORA-CARE has not been evaluated as a treatment for resistance to termites on LVL products. This report is subject to re-examination on a periodic basis. For information on the current status of this Evaluation Report, consult the NES Product Evaluation Listing or contact the NES. 0 37e6 i. TESTED IN ACCOOANCE WITH SIANCwM BUILDING CCOE. ClUPTER i7, TO A POSITIVE AND NEGATIVE 37.5 PSI. 1 2. DASH MMWIS RLPfE$[M rAMIQS SECTIC' HEIGHTS. 3. F47R SECIION 7' N104 DOM 5/10I1N. 6' N10H DOORS HAVE rIVE SECT106. 4. SECTION NCIOHT of 20.812. IS.DD 6 16.75 ARE AVAILABLE AID NAY BE LSED IN CO.BiNArla TO A04IEVE VARIDLIS HEIGHT OOORS. 5. EABOSQE74I PA TEAM Or 14.50 X 20.375 940M. ALTERNATE PATIE7116 OF 12.50 x 43.375 APO 12.50 x 20.375 MAY BE USED. 6. TCSIQH SPRINGS %0N. DITENSICH SPRIGS AVAILABLE. 7. USE THIS ORAOCET. REF. PM 405954-0002. ON 6' HIGH DOGS ONLY. e. WINDOW NAY 6E INSTALLED IN THE TCP SECT ICN OR IK SECTICN I66EDIATELr BELOW INE TOP SECTION. 2' x 6' WOOD J r x 4• WOOD JAA9 OR ECLJIVALENT M 405964-ODOI 7/4• TRAOC DDLT 5 / 15 x 1 31, S' RFJ' LAG SCR£Y LJ DETAIL 'E' SCALE: 1 /e THE SMI PLACAENT ON MORSi CP6tfiC,m WITH 5 OR N3rE SECTIONS A45T BE BD6151 DT1 r1IN THE DOOR 5N4?IN/. r1E 5TIiJTS FOR THE AMITICNAt I" r'TER . ` r ILE r SECTIONS AM TO BE RACED AS 51CIWH a tNE iNl SECT IDN. 1 10. PC STRlt PLACDE14r OI Q6IDN CJ ALL SECT GINS LESS THAN 20.e12' REaASD BY tK DIFFERENCE BETWEEN INE ACTLALL SECTION FE10M 6 20.612'• eO11. SCREW PM 605S11-000I IS A 114• CIA X 5/2' I= TYPE AB HM NEAR LETAL SCREW 12..PQT TO SE INSTALLED CKY WHEN HIGH WIND WAR41NO ISSLED. 13. STRUT PLACD•OHIS CAN VARY 3'. 14. QJV4ITY FOR 1006 CAN BE 0. 1. OR-2. TRAOC wi t•-.fi. ENO HINGE I 1 2.097 pOp VIEW •D-D' t /6' DSB 2' tRAOC 9 THIC IVERT ICALJ F I XTLRE 2' x e• woaD JA e SECTION 'C-C' 2* x 4• WOODALEN JA69 -D- SCALE: 1/2 CB EOJIVAI ENT. LATE I2DNJru TRAOC CO.NIE7 ALANCE ' TIOT4AL SPI ICE IN F P DF RAE TRACK AT 407605-0004 'C' TOP RADIIbTYP 2 RCS 404626-0003 TYP-2AP,l'CS 05964-CM 407605-0003 TYP 2 PLICS 404626-0003IIPENIICKIDRr2PLCS 16.5405964-OQ02 40N50-GOONSINTYPT3PLAM 0002lYP'T-PlCSDm_-•._-'4TP--2- 1 - T1•-0003 404526-0003 TYP.2 PLCS i OPTIONAL WINDOW DETAILIA SCALE:3/32 ONLY ING ANcHR s.00- 36.00 E •B• 'B' NA Pa STANDARD TRACK DETAIL FOR 16' 440a3200z3-0-coo3Prt s SCALE: ' 1119' • T' 16'-0• L4AX. VIDTjf-- SCALE: t/t0'•1' SERIES 280 TWJ 189 ARE EWIVALETIr CDVSTRL,CT/ON 15Gq STEEL INTERIOR ELEVATION SERIES 780 ARf. SAbF Gp/VSTId Ci/QN AS SERIES 280 AVL T 24CA STEEL AND EW GIPS DOOR TESTED WAS 251 SERIES. DOO2 WIgTH CENTER [}TIL DO STILE ROIL STRIAS/SECT. ROLLER Y RTIG ALE LFMTI 144011ARE 6JPERts' 7 SINGLE I YES 2- X 7/16• 049• 100 STD. LER DETAIL ' F• SCALE: I/1 SEE IVWIDE) NOTE 4 C• Li - c• 409327- 0001 .4 M , IrrW Y .. wwwlr w .. ' Qf w MI IrW. W Awli q! WAwwur wl=Iwy IV w Iw WwwV. r . rr w 1w•A,1a ww O Write AW r,. FAQ w1444A Ml, rrwr. Aw4OvwlwWwA.OA . 4r1! r wrA r 1WIs sM' ww tr wwlrww wo.r . r 5. 6 A' 401199- 0001 IYP 2 PLCS 404526- 0003 TYP 2 PLCS NICE w I j -1 7/6- THC. SECTION " A -A' SCALE: 114 F- 051601- 0000 © - DESTEST IGN ' J.OAD 25 yA• 21. 66 ® (7'-0' SNC N) DAD 37. 5 PSF ± 6-- 01 VAX. WIGHT_- 21. 571 M N/ A vv rys. /7_ ar 021 WAX A J, m 4 0573 OR f/ 16 x Oa• . saREr 6.04 1.00-- P/N 409325-0001 PLATE.VASP 9 2 7/19 106 TH(. 23 11 070 MIN+y- P/N 401199-0001. TOP FIXTL.RE 0575REEF- i o O O O 6.00 L o O SS PM 409331-MOI PLATE, FLOOR DOOR , SECT lam WAiW SpIPL ATEL PM 409326-t000I POST _AM, VERTICAL 1 ATTACH TO OOOi WI IN 4 SCREws PM W5911-0001 L001 2 11/32' 091 MIN+M1. 1 0 0 7 9/16' O O O 0 0 PM 405771-10001 SOT. FIXTLAE FCR 180/260/290/ 390 SERIES ATTA04 TO DOOR WITH 3 SLREWS PM 605911- 0001 2 9/32 t+. 070 MIN 000 3 3/16 O O 000 7/ 1 } PM 407603- MOO , CENTER HINGE STEEL DOGS ATTA04 TO DOOR WITH 4 SCREWS PM 005911- 0001 2.765 156 DIA 8 i_3.00+{ . 375 DIA PM 505069-0001 PIN 11: 1/6--+}«.25 4 0573 OR f/ 16 x O a• . saREr 6. 041. 00-- P/N 409325-0001 PLATE.VASP 9 2 7/19 106 TH(. 23 11 070 MIN+ y- P/ N 401199-0001. TOP FIXTL.RE 0575 REEF- i o OO O 6.00 L o O SS PM 409331-MOI PLATE, FLOOR DOOR , SECT lam WAiW SpIPLATEL PM 409326- t000I POST _ AM, VERTICAL 1 ATTACH TO OOOi WI IN 4 SCREws PM W5911- 0001 L001 2 11/32' 091 MIN+M1. 1 0 0 79/ 16' O O O 0 0 PM 405771- 10001 SOT. FIXTLAE FCR 180/260/290/390 SERIES ATTA04 TO DOOR WITH 3 SLREWS PM 605911- 0001 2 9/32 t+.070 MIN 000 3 3/16 O O 000 7/ 1 } PM 407603-MOO , CENTER HINGE STEEL DOGS ATTA04 TO DOOR WITH 4 SCREWS PM 005911- 0001 2.765 156 DIA 8 i_3.00+{ . 375 DIA PM 505069- 0001 PIN 11: 1/6--+}«.25 LENrTH • DOOR WIDTH t 7% E —1 5/6 MIN THC PM 400650-x1O01, ROLLED NS-x STi31T PART N.Ag3R IN. TH( SIRLJT 400650-0001 . 030 HS-1 400550-0004 .020 1 HS-0 0 0 0 2 1TF/1W O OF 4 51/6' . PM 061601-0000. SLIDE LOD( ASSY 1 L—. T .---•.mil 316' 4 3/91 1 3/4'------{ 00MN•• . o O ' oO O 0 O IOs mim- 4 r- 103 MIN- 4- 0 0 S 3/16 O P/N 403964 t 046430. 9RAOEi, SCAB PM 405964-0002, HRAO(Ei, SCAB JOINT i O O PART. N.AH7i l' PM 407605- t000f, END. HINGE405964- 0001 0464So-000] 3- 1/4 4' RESIO. STEEL 000T5 rrt Na41rn I x 607803- 0003 65 S(,AQ B%4CXET DETA I C S 1.10 r 607405.0003 407pyg00 ATTACH i0 DOOR 1.40 I. T j i( j {p( y+ LppppppLoo RA IG` oy t eye !` p LE !ryi EEgI C G 4 SCREWS PM 605811-0001 11 2_ t ti' Ui Y LL4C[G+ C` I .44 R P/fy 404828-0003 ROLLER ASSY, TR- 1 TR- 1 ROLLER LOAD: 50 LOS. pX. CAP 71V 1. 25 11--. te7 3,25 -} { 2. S0' 1 REF To 00 . I 1 0 12S 375 DIA PPGIDLESPM6 PM 406679- 0001 LINK PM 406676- 0001 SLiffRT PLATE 7 -; O-MT. x 1 1» U T. wrrs w4snu3 Mr M w— rrre rr . a a.. ur .rti 04nrwlr. rnaIncPM406660-OD04_5:6 .. __ . ad. ram!%;_ i1-0001 OR 9-0001(SELF-0RILLIMI-'. 1,.'• / ''- SECTION ' G—G' STEEL STRRS r _ 11$• WIDE DOOR31 . 2W0 f ti0 -- P ONE BY WOOD — BUCH BY OTHERS CAULK BETWEEN WINDOW FIANCEFIANCE k WOOD BUCI HbNCTEiE OR MASONRY OPEMIjG By oTHERs Ell jFIXByOTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE — WINOOW FRAME HEADER WINDOW HEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAUL BY OTHERS SHIM AS AEt7p ONE BY WOOD SEE NOTES) BUCK BY OTHERS BUCL WIDTH 1 1/4• MIN. INSTALLATION ANCHOR I EMBEDMENT 3/16• DIA TAPCON 1/4- SHIM r— SHIM AS RED .D SHOWN tND SPACE MAIL I (SEE NOTES) CAULK BETWEEN WOOD BUCK k G \ f CRE7E MASONRY OPENING \ OR MASONRY BY OTHERS OPENING BY OTHERS d G `wsTALLAnoN 1 1/4' YIN. ANCHOR 3/16• DIAEMBEDMENT 4 TAPCON SHOWN PfTHDLEIER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK k WINDOW WIDTH MASY OPENING 1/4' SHIM BY OTHERS SPACE uAx, OffMOS CAULK BETWEEN EXT600R WINDOW FLAN FINISH SECTION 2 wow BUCK BY OTHERS WINDOW W)H. B C BULL D EHour LLK Z S WINDOW HGT. F G H I. v CAULK BETWEEN WINDOW FLANGE k PRECAST SILL WITH VULKEM PRECASR SILL 11a ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 CTNFRAI NOTES' 1) SHIM AS REO.O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHILL MAIL ALLOWABLE SKIV STACK TO BE 1/4'. 2) WINDOW FRAME UATERW: ALUMINUM AL1DF GOO& 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD A,44MRS. S&L MUST BE ATTACHED TO THE SUBSTRATE WITH VU XOI 115 ADHESIVE CAULK OR APPROVED EOUAL 4) APPLICATION OF YULCM 115 ADHESIVE CAULK AT FRAME SLL MIST COMPLY WITH SEALANT MANUFACTURDT'S RLLOYIENDATION3. 3) USE LATEX CAULK FOR PUMETER SEAL AROUND EYIERKR OF WIND01r FLANGE 5) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF AMU E1300 CLASS CHARTS. SINGLE GIAZLNC 5 SHOWN. INSULATING CUSS 5 ALSO OUALDED. 7) GENERAL ALUM"$ 1440 SERIES SINGLE HUNG 5 D OWIL THIS PRINT ALSO APPLIES TO THE 1540 INSULATING MASS SINGLE HUNG SOUM 1 ' ELEVATION VIEWED FROM EXTERIOR CENTSAL. FLTJ RID A R. O . A. F. GENE a AL Ur4/A) uM v k gTPR FYT .F. -A COMPARATIVE ANALYST ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS VWYN MC HT Exams INT OR HEAD aimsSIZE 12 1A 1A IA H AA p FA 13 fA IA x 3a >N 7a 71 a FA 14 1A 1A x a0 A/A 52 aA a FA I4+a IN ,A x 54 AA s4 s4 a F.G 14+5 It 1A x 55% A u 52 p 15 1A IA x O 45 43 B A6 Is IA ,A x 72 40 40 F 1/2 x a 1H3 2,,1/2 x 31AA 51 at a F.0 1H4 26 1/3 x 30 AA 44 M p FA 1 H4+4 2A 1A X 54 AA 4: 41 p F.c I K445 2f IA x 55 AA 41 41 a FA INS 261A x a3 40 40 a F.G A 40 F 30 r303 30 /2 A 3Aw 44 FA D 11 xa0AA 40 F.C]DINo, x 34 AA 40 40 a FA304+ 30X4+ 3 b AA 40 40 p F.G 3mm 30 to x 93 40 40 a F,G b 37 It1 F. 23 37 x 3a 3A 40 40 a t4 37 x 50 AA 40 40 a iF 24+ 4 37 x 54 AA 40 40 B F.G 24. 5 37 x 55 AA 40 40 a F.G 25 37 x 63 40 40 a F.GJU 29 r x 77 40 1 40 4826 48 i B G 4& M 46 x 3a 3A 40 40 a F,Q 4650 48 x ao AA 40 40 a F.G 444+ 4 4a x 54 VA 40 40 a F,GJU N 4+a 4a x aS 11A 40 40 a FA ILA 4aa3 42 x A] 40 4040 40p FAFM rl.t 32 IA x 43 43 a 3] 53 1/A x 39 3 A 40 40 a F,0 34 53 1/A k S0 AA 40 40 p rAJU 34+ 4 53 1/1 x 54 A/A 40 40 B FAJU I34.3 13 IA x IAA s0 40 a FA.HU a 53 IA : u a0 40 a FX4W 53 1 i. u a0 p FAKI 1) AAERE rATLiI HTEy$'IANQ TEST REQUIREMENT TER T15XES OF DESIGNRI F AP PSTAINED of974 LQADS119.E 8E LI10iED TO WO P3 CITE TO WATER 1E5'f PRESSURE. OF A.0 PSi ACHEVFD N T1Si. 2) INSTAU ATIOHt FLANGE FRAME WNDON N CONCRETE OR MASONRY OPENING USE 3/1e' CIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHO1M1 ON CHART. 3) 5¢ nLYA11011 FOI KEr TD TAPCOI IAFATICHS. 4) wsTALL /e sL7a:W5 OF aUFTILENT tEI1G111 1O PROV.DE 3/4• MIN. EMBEDMENT INTO WOOD 13UOK AT ALL U.-n fALTOaT APPLIED DQTALLATKN NOES 3) IF EXACT WVmOIN SZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY USTFD WITH NEXT IA ICIER SZL FOR THE APPROPRIATE DESIGN PRESSURE REOT. IM TT. GAb1 RL• H:Ar1iYa tY ]SIDS • ra In atron • D a. TI 7SS11 luso A1a,n1HW ASSEMBLY DRAWING SERIES 1440/1540 TDL SINGLE HUNG WINDOW n.. r n om n 41NI N A _ OZ O-dZ a1[ sYY HEY4sv4 n E1>, m 10 26 01 B GEN 0012 nIPAlm AT: F1400L t TE0MX= LW_ 730 DITERK NWAL PKY_ SUDS 736 HFAT410w. i7GWO, 377.6 FN01L 40 600--a a FA3 407 A01.03M CAUL BE 77EEN WOLW IASI YLA WIG! WCHOI Bucx • rASGlRY 3/16" p. lARcoNOPENINGB, OTHERS 1 . MACH, BUCKwpTn / SIuu SPACE SHAY AS REOb ONI e, W000 CO CRETE OR (SEE NOTES) I-1, TIN. BUCK BY OTHERS YASONR, OPENING CuBEOUEN7 BY OIKERS S1a1! AS REO'D. rLANCE TYPE SCE NOTES) WINDOW FRAME Q CAULK BETWEEN CAULK BETWEEN LMB MOOD BUCK k WINDOW FLANGE a YAS'Y OPENING k WOOD SUCK BY OTHERS a•:wc d 1-1/i YIN INSTALLATION ANCHOR tY8[DYCN7 3/16" DIA. TAPCON C BY OTHERS PERIMETER CAULK BY OTHERS GLAZING o~ HT EXTERIOR PERwETER CAULK BY OTHERS 1/i . X. ONE B, WOOD SHIM SPACE ExrzraoR BUCK BY OTHERS CAULK BETWEEN PERWCTC\A CAULK WINDOW FLANGE BY OTHERS ADD BUCK WINDOW WIDTH` CONCRETE OR uAsONR OPEFLANGEB'TEOTHERS FRAME SECTION 2 Smcco HE AM BY OTHERS BUCK WINDOW EIGHT WTH ILWGE TYPE MNDOW FRAM[ SILL Q " 4 Q A C d D E 1 2 WINDOW H / I HOT. F MARBLE SILL STOOL BY OTHERS PRE-CAS7 SILL CAULx BETWEEN WINDOW FLANGE a, OTHERS k PRECAST SILL WITH WLKEM 116 AOHESIvE CAULK OR APPROVED EOUAL SECTION 1 G i ELEVATION VIEWED FROM EXTERIOR, TZ COMPARATIVE ANALYSIS 6c TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCOrI ANCHOR SIZE INCHES CAPACITY IN PSF LOC/,TIONS WIOIn/1EIONT EXTERIOR wTERIOR HEAD JAMBS 12 X ED a 5a 0E.F.G 2 X 72 0 56 C D.[r.G 15 a 16 40 106 C NJ 2• a 16 40 66 A.B HJ 2. X 2. 0 5 AD F.c 7• a Sfl 0 5 A,B r,G 24 X 36 0 o e 1.0 2. x .e 0 No A.B D.E r.G 2. X 60 40 0 A.B D.Cr.G 2. x 72 40 0 AA 0.[r.G 32 X Ne o o Ae D.[.r,G 36 X 40 B D.u.c 36 a e 40 4o0 A.B O.E.F.G 36 X 72 40 0 A.B D.Er.G Ae X 2. 40 0 B o.[.r.c e x .a 40 40 A.B D.E r.G a a to D No AB D.E.r.c 6. a 2- 0 No tie r.G 72 X 36 40 D A.e r.G 72 x 60 40 0 A.8 O.E.F.G 73 a 16 40 40 A,B MI CENTRAL FLORIDA B. 0. A.. F. MANUFACTURER NAME: GCNjGRPr+_ ALJMINUM GENERAL NOTES MASTER FILE # :D- I) SwM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD DEARNG Sxu, MAA. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME "TERM: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WUmOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 115 ADHESIVE CAULK OR APPROVED EOUAL. 4) APPLICATION OF vUL" 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CALILK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) CUSS THICKMESS MAY vARY PER THE REOINREYCNTS OF ASTM E130D GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REOLIPEMENT Or 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WMLL BE LmTED TO 400 PSF DUE TO WATER TEST PRESSURE OF 6.o PAT ACHIEVED IN TEST. e) INSTALLATION. FLANGE FRAME WNDDW N CONCRETE OR MASONRY OPENNG USE 3/16" qA TAPCON ANCHORS or SUFFICIENT LENGTH To PROVIDE MIN 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. s) SEE ELEVATION FOR KEY To TAPCON LOCATIONS 10) INSTALL (e SCREWS OrSUF ICICNT LENGTH -TO PROVIDE 3/. uW, EMBEDMENT RIIO WOOD BUCK AT ALL OTHER FACTORY APPLIED NSTALLATIDN HOLES IFFACTORY APPUCD HE- _ES ARE NOT PRESE-T, Fe SCREWS SHOULD BE PLACED AT MAX, 6- FROM CORNERS k MAA 24' OC. 11) IF WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OU&"" LISTED MTN NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRNT ALSO APPUES 7; THE 155G SEPES W-/ — ztoLI Dart ISTMIRIVISION IODI W. Cram, t6. • CeFm«I. 13 7M% • rA Im e1SM . Ddo, n T577I PI. s asor,a INSTALLATION C'LTAIL SERIES 1450/1550 r_ANGE PIN p. w 6, 1 O.. a .• I SL. M BB N/A Ic. c M „- rR SHEATHING BY OTHERS IS wS1ALAT10N ANCHOR SCREW SHOWN (TYP) EXTERIOREXTER By OTHERS PERIMETER CAULK 6Y OTHERS / IryQII JFINTYPEWIN. FRAME HEADER EXTERIOR i i FIN TYPE— WINDOW FRAME SILL PERIMETER CAULK BY OTHERS Is SCREWtNSTALATIONANCHORSHOWN T YP.) EXTERIOR r UOSH BY OTHERS / SHEATHING J BY OTHERS CAULK BETWEEN FIN SAS /B INS1ALATtON ANCHOR SCREW SHOWN (TYP SKATING NOTEES)S) h 2 z WOOD BY OTHERS 1. YIN. (IN TYPE EMBEDMENT WINDOW FRAME ACAUSHE'CTJAMB SHE a FIN h er2 X WOW 0.....25 BY OTHERS 1' uIN. EuBEDu(Ni SHIM AS REO'D. SEE NOTES) SHEATHING BY OTHERS WINDOW WROTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK C/ By OTHERS WINDOW HEIGHT SECTION 2 NANDOW WTH.+ y _ ANCHOR O O Ol O O SILL STOOL 0 0 Z BY OTHERS 2i O.C. MAIL (IYP.) T O O WINDOW I EQUALLY SPACE ANCHORS (TYP.) HGT•. O O 0 / 0 SHIM AS REO'D O SEE NOTES) o 0 0 0 0 6(7YP.) 2 X WOOD BY OTHERS 6' MAX. ( TYP. CAULK BETWEEN WwD°W ` IN SHEATHING ELEVATION EMBEDMENT VIEWED FROM EXTERIOR SECTION ) TYP.) MANWACTURSA NAME: 6 3 MASTER FELE # 3 COMPARATIVE ANALYSIS 6 ANCHOR CHART WINDOW DESIGN PRESSURE NO OF /6 SCREWS NO OF 0090 DIA. NAILS SIZE (INCHES) CAPACITY IN PSF REOT) IN' FRAME REOT). IN FRAME WIDTH/HE- GHT EXTERIOR INTERIOR HEAD SILL 0-EA. JAMB HEAD SILL O EA JAMB 16 a ] 0 lOf IDf 2 2 2 2 7 16 X . 0 e3 e] 7 2 7 7 7 3 16 a 50 63 f3 2 2 3 2 2 3 2 20 a 3o e6 8' 2 7 2 20 a 0 73 73 2 2 3 2 2 20 X 30 5f 5f 2 2 3 2 2 X 2 7 2 ea 7 2e a . 0 52 52 2 2 3 2 2 3 2e . 50 4e f 7 2 x 3 1 21 222 30a 30 52 52 7 2 7 30 a. 0 4 f 2 2 3 2 2 3 30 [ SO 3 3 2 2 3 2 2 a 2 7 2 36 X 30 1 I 3e a 40 40 0 3 3 3 3 3 3e X 50 0 0 3 3 3 3 3 3.3 3 0 a 30 D 40 7 o a 40 0 0 3 3 3 3 7 S 40 X 50 0 0 3 3 3 3 3 3 3 3 5 1) SHIN AS REOT). ADJACENT TO EACH PMALLAIION ANCHOR WITH LOAD BEARNL SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4% 2) WINDOW rRAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL Q JAMBS. USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUREYENTS OF ASTM E130D GLASS CHAIRS. SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO OIAALIFIED. 6) WN ERE WATER RESISTANCE TEST REOUINEMENI OF 15Z OF DESIGN LOAD APPLIES POSITIVE DESIGN LOADS WILL BE LIMITED 10 .00 PSF DUE TO WATER TEST PRESSURE Or 60 PSF ACHIEVED TEST. 7) INSTALLATION: FIN rRAAIE WAOOw IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USNG 0090 IN DIA VIALS OR FD SCREWS Or SUFFICIENT LENGTH TD PROVIDE MIN. I GBEDMENT INTO SUBSTRATE. e) IF EXACT wwDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED MTN NEXT LARGER SIZE. f) GENERAL ALUMNUMS 11.0 SERIES SINGLE HUNG IS SHOWN TMS PRINT ALSO APPLIES TO THE 1940 NSULAIMC GLASS SINGE HUNG SERIES IWI W. Chto Ed. - CRI OM&k Ty 7100E. PA W Al 90 -Um O r.c ¢ taro- ASSEMBLY ORANANG SERIES 1140/ 1940 TOL SINGLE HUNG WINDOW BB N A _ e. LCN ma ~T/ 05/01 B I GEN-001 1• HIN SHEATHING CHKDKNT IT OTHERS CAULK BEHIND FIN CXICRIOR FIN" . IT OTHERS PCRIKICR CAULKIYOTHERS FIN TYPE WINDOW FRAM[ HEADER GLAZINGSEENOTES) EXTERIOR IFIN TYPE FRANC Sit ERIKTC' BY DINER EXTERIOR r INISH 3, OTHER CALK II SK ATHII„ BT OI HERS SECTION I r vlNOpv WIDTH' I/.' MAT. I - SHIM SPACE 2 IT VOOD Ir OINCRS SHIM AS RCO•D. 21 UpOp IY OTHERS FIN IYPC WINDOW FI INNSIKLATIOM FRANC JAMI ANCHOI SCREW G<AZI1G 1• MIN SHIM AS 4C0'D ( SEE NO CNQONCN7 7v.• IMI. SHIN SPACE C. TCRIOR KRIMCTER CAULK IT OIHE4S FD INSTALLATION ANCIOR SCREW EXTERIORFINISHR. CµR.K BEHIND FIN IT DINE SECTION 2 SHEATHING 3, DTHER$ WINDOW WIDTH WINDOWHEIGHT o 0 0 WINDOW o R NAa. <T YPJ LD R e HEIGHT / HEIGM L a IO•D. 0 0 0 0 1 6• MAX. (TTPJ INAa SHIN SPACE ELEVATION B INSTALLATION VIEVED FROM EXTERIOR LNCIOR SCREW 2 a WOOD IY 0TK4S CJj-6—a COMPARATIVE ANALYSIS & ANCHOR CHART V110UW OCSIGH PRESSURE NO OF FB SCREWS HIM or 0099 DIA. NAILS INCHCS) CAPACIII IN PSf RCOUIRCO IN fRANQ RC DIBBLED IN FRAME v101wNEIGHT EXTERIOR INTERIOR HEAD L SILL I EA JANB HEAD L SILL I E JAM] 20 . 00 10 0 2 2 2 2 20 1 40 0 0 2 2 2 20 i >D 40 0 2 22 7 o ]D 0 0 5 2 230 . .0 40 0 2 7 2 • o 1 30 40 0 22 2 D . 0 0 2 40 X 40 0 1 50 400 040 3 3 1 7 30 . 30 0 0 2 So 1 .0 0 0 3 30 60 0 3 3 0 CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAME: FAIER41— A/ F/M/NVjy MASTER FILE # . NOTES I) WHERE VATCR RESISTANCE TEST RCOUIREHENI Or13Z Or DESIGN LOAD APPLIES. POSIT IVC DESIGN LOADS VILL Q LIMITED TO 40.0 PST DUE TO WATER TEST RESSURE Or 60 PST ACNEVED IM TEST. 2) INSTALLATION+ FIN FRANC Or SUFFICIENTINWOOD FRANC OPENING VITN 7V0 WOOD STUDS USING I SCREWS Or SUFFICIENT LENGTH Tp PROVIDE MIN. 1' EMBEDMENT INTO SUBSTRATE OR DD99 IN. DI& MAILS. IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE OUANT17T LISTCO VI IN HEXT LARGER SIZE. SHIM AS REO'D ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARIiG SKM COUALL7 SPACE MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS (TTPJ 31 WINDOV FRAME MATERIAL- ALUMINUM ALLOT "il 61 USE LATEX CAULK ICNN.D WINDOW FIN AT HEAD. SILL L JAKM 11 USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIANCE. 61 CLASS 7MICKNESS MAY VARY PER REOUIREKNTS OF AS7M C1300 GLASS CHARTS. SINiE GLAZING IS SOWN. INSULATING GLASS ALSO QUALIFIED. GENCRK ALUNINURNS IIDD SERIES ICTIRC WINDOW IS SHOWN TNIS PRINT ALSO APPLIES 10 19M SERIES PICTURE WINDOW. 6• MAX. (iTPJ CAULK ICIVEEM- VOOD BUCK L MASOMRr OPENING IT 01KRS CAULK BETvEEM VINDOV rLwrL L WaDo TUCK CONCRETE ON n.SOTHE 0 CNIMGIYOTHERS CXTERIDR rINISM— IT OTHERS PERIMETER CALLA IT OTHERS rLANGC TTPE - VIM DOv rRAMt HEADER VINDOV EXTERIOR HEIGHT rL ANGE IYPC— vIMDOv rent SILL PERIMETER CAULK BY OTHERS 7EIR EXTERIOR rpISNRTOTHER$ CALLK ICTVEEHVINrLANGELWOOD RIEKCD6RETE MASDMUtT OITOTHERS CAULK BETVECN VOO MASONRY OPENING LT OTHERS SECTION 1 dE BYVOOD HotCiNotts MR IT OTHERS SH AS REOT) AT EACH INSTALLATION ANCHOR USING LOAD EEARPIr SNAI MAX. ALLOWABLE SHW STACK TO BE I/•- IMTAII.iIOM ANCHOR 2) VANOOW rRAIAE MATERIAL: ALUUINUN ALLOY 6063. DMA T.P 5) USE LATEX CAULK BEMPO WINDOW RANGE AT MEAD. SILL • JAN95. L7SC LATEX CAULK raR PERINETEP SEAL AROUND EXTERIOR Or WINDOW rL/VOE. SHIM AS RED'D r (s[[ NOTES 5) GLASS THICKNESS IAAT VARY PER THE REOUPREUENIS Of ASTIA E13W GLASS CmAmS. 61 p[nGH PRESSURE c..CIT. Or WINDOW L INSTALLATION Is uNITtD tt .oa Pu. 7) rOR INSTALLALL A71ON Elf RANT! rRAHE VINDOVS IN CONCRETE OR "SOKT OPENING. USEI 7/16' DIX IAPCON ITPE ANCHORS Or SUrrICIENT LENGTH TO PROVIDE LAIN EMBEDMENT INTO SUBSTRATE PLACE ANCHORS 6' MAX. rRON CORNERS L 2.• OC. HAX IETW[EK. 1-1/.' HIMd 8) BUILD DOVM AROUND CURVED PORTION Or WINDDv rRAHE TO BE ENGINEERED IT OTHERS Enk-DrENT BUILD DOWN MUST BE or SLfrlcl[Ht STRENGTH TO ADEOUATELI TRANSrCR LOAD rROM VINDOV TO THE STRUCTURE. 1) ELEVATIONS SHOW COMMON COWIGURAt10NS IT IS NOT 1N7C.MD TO LIKII USE r THIS PRODUCT TO THESE TVO [ONFILURAIIOTS THIS SMELT APPLIES TO All COWGURATIOMSI SHI SPACE THAT CAN BE MAKFACTURCD rRON TME 1450/1550 SERIES DESIGNER r11ED WMDOV rRANIW SYSTEM. CENTRAL FLOREDA B.O.A_F. MANUFACTURER NAME: FiVER / 4-L.4c Uf11 N u H o MASTER FME # en GLAIM air. SEE IO7CU BUCK KIfAITAS REC'D NOTES) BT WOOD BY 1/ 4' MAX. T SHIM SPACE J a 1- 1/.' MIN CNIEDKENT INSTALLATION ANCHOR 7/ 16' DI. IAPCON 1 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR ej 7- 71--rfL tw N111K •• 64- sr S. 1. SPACE SHIM AS PE 0'D 1-1/•• HIM SEE NOIES) EKtt DNMT rLAMGC TIRE CALLK B[TVCEN VI. DOW rR.ME VOOD BUCK L UANI S'r OPENING G If OTHERS 4ASPG ah, INSTALLATION - MCI.- HE IOIESI C 3116' DIA. 1A CON ONE BY v000 PERIMETER CAULK BUCK IT OTHERS T OTHERS CALL[ BETV[EM EXTERIOR rIMISN VIMDOV rLANGE BT OTHERS WOOD BUCK VIKIDV VIDIM COKIE TE mL MASORY OPENING SECTION 2 BY OTHERS WINDOW WINDOW HEIGHT HEIGHT 2 1 I 2 0— Is-IRCNITIOI I ---, WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR toot I. Cr.Mel RL• C.TLBIn n 7S006.2A I . 1110n •D.W TIE 7SLI P. m6 IX ""' INSTALLATIONDRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW P.•. MI C.L [t[.A[ BB N/A OOP M.I[ LVG ..M[. iI tcK _ 3/20/02 B I GEN-0025 SHE A THIN. 9Y CTI.ER! CAULK Ci ExTER10R F BY OTHERS PERIMETERCAULXBYOTHERS FIN IYPEFRAMEKE QADHG (TTP,) FXTFRIOR SEE NOTES FM TYPEFRAMESELL PERIMETER CAULK J BY OTHERS / ro INSTALLATION J NO.OR S.REw (7YP.) ExTER:OR FINISH J BY OTHERS CAV• BEHIND FN - SHE.I—c BY OTHERS BUILD DOWN BY OTHERS FB INSTALLATION ANCHOR SCREW (TYP.) SHIM AS REOV. SEE NOTES r 1/A' MAX 1 sm. SPACE 00wMEIGHT NQ; 1) CESIGN PRESSURE CARAOTT Or WNDOW t INSTALLATION IS 400 PST. 7) INSTALLATION OF FIN FRAME W.00. IN N000 FRAME OPENING IN TRO BT WOOD STUDS. USING 0099 IN. DIA NABS RACE .0" NAILS 6' FROM CORNERS MAX t B' OC Y.x. eETwEEN. FOR INSIµLATION OF FIN FRAME 11IND01F IN ROOD FRAME OPENINC W1 TH Two BY WOOD STUCS, USINC b SCREK OF SUFFICIENT LENGTH TO PROVIDE MIN I IN EMSEOMENT INTO SUBSTRATE. PLSCE SCREWS 6' MAX. FROM CORNERS 4 1 CC Yu. BETWEEN A) SHIM AS REO'D. AWACE"T TO EACH INSTALLATION AMCNOR WITH LOAD BEARING SHIM. MAX. µLOWABLE SNIP S1 ACK 10 BE 1/4. A) w NOOw FRAME IUTERIAL' ALUMINUM µLOT 6063. E) USE LAZE= CAULK BEHIND WINOORI FIN AT NERD. SELL i JAMBS. 7) USE LATEX CAULK :OR PERIME%R SEA` AROUND EXTERIOR Of WINDOW FLANGE B) GLASS THICKNESS MAY vARY PER THE REOUIREuEHTS OF ASTM E1300 CUSS CHARM 9) BUILD DOwM AROUND CURAD PORTION Or wmOCv, FRAME TO BE CNNONEERED BY GTK:RS. BUILD DOWN MUST BE Of SUFFICIENT STRCNGTH TO ADEOUATELY TRN SFER LOAD FROM wINOOW TO THE STRUCTURE, 10) ELEVATIONS SHOw COMMON CONMURATIOKS IT IS NOT INTENDED TO LIMIT USE Or THIS PRODUCT TO THESE TWO CONFICURAT10NS. THIS SHEET APPLIES TO ALL ComrCURATIONS THACAN BE CBCMANUFACTUREDFROM THE 1100/190D SERIES DESIGNER FIXED PVuRE w7NO0w FRAMING SYSTEM. CENTRAL - FLORIDA B. O. A. F. MANUFACTURER NAME: MASTER "FIIAE # R i —DON wDTH N.Dow LIGHT MAX. SNIP SPACE SHm AS REDID J// 'V'. 12 SEENOTES ELEVATION VIEWED FROM EXTERIOR A FRAMING EMBEDMENT BT 07KERS SECTION 1 1/: G 9-6P. CE Two By FRAMING SHa ASREOFRAMINGe+ oTHERsFINTYPE FIN T( 1- YIN EMBEDMENT SHEATING BY OTHERS TINTING (TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH lY OTHERS Ci1C8IOR F6 INSTALLATION ANCHOR SCREw ( TYP.) Dow IAIOIH PERIMETERCAULK BY OTNERS SECTION 2 wI HE 1—wi ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD eUCK • MASONRY OPENING RT OTHERS ONE BY WOOD euoK BY OTHER CAULK SEMEN WlIDDW FLANGE • WOOD BUCK CONCRETE OR MASONRY OPEN G DY 07HER ExTER'-0R rmsH7 BY OTHER PtlbETER CAULK rLAHQ TYPO WINDOW FRAM( EAGER HEIOHT EXTERIOR SELL FI1AY( SELL PERIMETER CAULK By OTHER INSTALLATION ANCHOR 3/16' DIA. IAPCON SHIM AS REOD SEE ENNOTES) 11 Ip u/l. ENREDYENI INC. MDT. FLANGE TYPE 1/i SIRuE[ WINDOW (AA" $ FIDY SAYE PERIMETER CAIAK__,l' I I \ BYDINERS1 WNDOW WoTN EXTERIOR CAULK BETWEEN WINDOW rLANOE Wooq- a" SECTION 2 ANCHOR ( TYP.) H WINDOW HEIGHT a PRE CASTSILL/ a I BY 0THERT1ER5 J [AWE CAST I Wu1IRANGE PRE CASTSILLIK1NvLLKCYSECTION1 116 AO.ESIvE [•INK 9 SUEAL L upt[NEAD e500 ALK OR SIALANT MOTES 1) SMU AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SH1Y, YAK. ALLOWABLE SHIM STACK 10 BE 1/4' 2) WINDOW FRAME MATERIALALUWNUM ALLOY 6063 3) USE LA?X CAULK BEHIND wLNDOW FLANGE AT HEAD AND SAMBS.SRL MUST BE ATTACHED TO THE SUBSTRATE MIN VULKEu 116 ADNESIvE CAULK OR APPROvEO EOUµAPPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 6500 ADNE9vE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. S) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY vARY PER THE REOUIREIJENTS OF ASIu E1300 GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. 7) GENERAL µUILMUYS 1460 SERIES MODIFIED S1.l0ER IS SHOWN. TwS PRINT ALSO APPLIES TO THE 1550 SERIES MODIFIED SLIDER INSULATING GLASS. 6) DRA— C APRIES TO INSIALLATKN Or FLING( FRAM[ MNDDW IN CONCRETE OR MASONRY OPENING USE 3/16' ,? A I.PCO. ANO.OR OF A7rFICNENT LENGTH TO PRWDE MIN.1-1/A EMBEDMENT INTO SUBSTRATE AT CA LOTx7N SHOWNON CHART, 6) SEE ELEVATIONS FOR KEY TO 7A COM LOCATIONS 10) INSTALL 16 SCREWS OF Wr.OEKI LENGTH TO PROMO( 3/4-MIN. EMBEDMENT INTO WOOD BUCK AI ALL FACTORY APPLIED INSTALLATION MOLLS WERE IAPCOWS ARE REOD. 11) / EXACT MMDOW SIZE 1S NOT L:STED IN ANCHOR CHART, USE ANCHOR OUANTIIY LISTED WIH N(xT LARGER WE. ONE BY WOOD BUCK BY OTHER // EugEDYtMT SHIM AS REOD SEE NOTES) CONCRETE OR MASONRY OPEMHG BY OTHER DISTALLATCH ANCHOR 3/16' DIA. TAPCON a CAULK BETWEEN WOW SUCK • MASONRY OPENING BY OTIT[ RS EXTERIOR FINISH 6TOTHERCOMPARATIVEANALYSIS h TAPCON ANCHOR LOCATION CHAR VANDOW SIZES DESIGN PRESSURE TAPCOI ANCHOR LOCATION INCHES CAPACITY IN PSF REO•O. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H.K 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 IT 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 FLORE DA B. O. A. F. WINDOW MANUFACTURER NAME: ELEVATION 2gZ/ ERA:L ,4u/rtt I LVt' MEWED FROM EXTERIOR MASTER FME # g O3 Zl DE- w1T to m a..tt .... mcl nlaINr• . . 03/20/ 02 I E W.n > b a.I.W Ur. nNr •-w NNIn rrtNt 6k? SHEATHINGe CAULK BETWEEN FIN - SHEATHING 2 X FRAMING BY OTHERA'.NG BY OTHER By OTHERS IN CAULK BETWEEN JS SCREW 'NSTALATIQNMENT I/A MAX' SHEATHING I[ FIN SHIM Aj5 REEQp D SHIM SPACE BY OTHERS A.NCH.OR IT YP.)2 X FRAMING SEE NOTES). EX =RICK FINISHE- BY OTHERS OTHERS FIN TYPE I-M. FEMMETER CAULKr1/4 MAX. WINDOW FRAME JAMB -EMBEDMENT BY OTHER SIDM SPACE 6 SCREW INSTALATION F:V IYFf ANCHOR (TYP.) WNDCnM FF.AMC HEADERSEE AS REO'D NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW ExTERiO PERIMETER CAULK HEIGHT OTHERS x RI R TYPE SECTION SECTION 2 6"uAx.(TYP) - fWRw MY SILL EOUALLY SPACE 6" MA x.(TYP)--17JANCHORS (TYP. I II•- OOwe SILLSTOOLBY OTHER PERIMETER CAULK U - r-<::;-- L_F 1/4- MAX. SHIM SPACE BIOTHERSHIM AS REO'D 8 S.:REW INSULATION SEE NOTES) YANDOW ANC, OR (TIP.) 2 X FRAMING HEIGHT BY OTHERS r\CAIJLK T x TER:OR FINIS - Er G"iERS BETWEEN WINDOW FIN [ S. EA"-iING SHEATHING 9Y C'HER I' MN EMBEDMENT SECTION 1 C•.: RA_ NOTES, 1) S" AS REC'O. ADJACENT TO EACH PISTALLATIOa ANCHOR'ITN LOAD BE: aNG SHIM MAX ALLOWABLE SHIM STACr TO 2E 1/4'. 2) v/:.30w FRAvE MATERIAL ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FINAT HEAD ,SILL i JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARCJND EXTERIOR OF WINDOW FF+ vE. 5) 0 +5S THICKNESS MAY WARY PER THE REOUTzEMEVTS OF ASTM E13M Sn1E GLAZD;G IS SHOWN. INSULATING CLASS IS ALSO OUAUFIFD, 4) D-n.MNG APPLrS TO INS1µLATION OF FIN FRAME "worw IN WOOD FRAME OPENING W-- TWO BY WOW STUDS USING 099 IN aA su_ .; 16 SCREWS OF SUFFICIENT L"-.;"N t0 PR -.VIDE MIN:' Ev3CDMENT INTO 7; IF :!ACT MNS: W SZE IS NOT US1ED .I CHART, •,SE A 7&M OUANTITY LISTCD WITH L- AGER SZE. 6) FE'.E-iAL ALUM-NIA15 1130 SERIES HORIZONT4L S.3E= S SNOWN, THIS PRINT ALSC AP: -' ES TO Tr•_ 1290 NSULAnNC CLASS NCRIZO..AL SLIDER SERRS, 1- Ww 24" O.C. 1 Ax (T YP; ANCHOR ( TIP.)` WINDOW ELEVATION wEWED FROM EXTERIOR''•-''S%/-,,f COMPARATIVE ANALYSIS & ANCHOR CUAPITITY CHART WINDOW SIZE DESIGN PRESSURE 8 SCREWS READ 099 NAILS REO . INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB 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 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 x 36 40 40 4 2 7 3 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 a - r.1 \ Il R AJLA 1C ILAOfi1LJ11 A B.O.A. )i . MANUFACTURER NAME: aF- mL .4.6 V,-Z/ vim MASTER FELE # R 1001 ..Or1 FL•CMr.1.4A D 7100E •tS V 41107T •OrW, n )SW INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1150 / 1960 MOOFIED HORIZONTAL SLIER OWN C.• Ko F+'u BB N/ A Lo. n+ LF DATE am ., 103/ 11/02 GEN-002! MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) m SECTION v EXTERIOR INSTALLATION MULLION ANCHOR ANCHOR TYP.) BRACKET CENTRAL FLORA B.0. MANUFACTURER NAME: DWG NO: GEN70452 GA d MULLION i II I DIE NO. 1445 I II I I II I I II I I II I Nj4 INSTALLATION ANCHOR TYP.) TER FILE # 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 A -A • ELEVATION U IF v v ° ° SEE NOTES a ° a c # 2 & #3 718"— SECTION B- B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA _ _ _ _ SRN: JS APRVD .- - - - GATE: 3/1 7 /02 i WT/FT: - - - - SCALE: HALF MATL: - - - - DrvC NO GEN-0452 o -rya, . PREPARED Or. PRODUCT TEOiNOLOOr CORP— 250 WERNATiONAI PKWT, HEATHROW. FLORIDA 32746 PHONE 407-505-0365 FAX 407-605-036E 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 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Ian-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 01445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL. PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805MW I FAX 407 805-03W CA020122 FEB. 19, 2002 02-0217 M rf 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 #1435 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8W>- 3 CA020123 FEB. 19, 2002 02-0217 DWG NO: 1-0451 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) ISTALLATION NCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A -A B4 A M::] MULLION ANCHOR BRACKET c v v a a 0 SUBSTRATE M'JLLION Dot NO. 1446 INSTALLATION ANCHOR TYP.) v ° ° SEE NOTES a o # 2 & #3 c 7/ J . . CENTRAL FLOPdDA B. 0. A.F. SECTIONSECTION B- B MANUFACTURER EXTERIOR ELEVATION - MASTER FEE # 5' NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.;, SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16'. CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. nTLE: 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 APRw: _ _ _ _ 3/1';`.= SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. WTIFT: SCALE: HALF M"n` - - - - Dwc No- GEr,-G== n..e .n•_.R4/1lA{ Cal 7-:S-D.?i PREPARED BY: PRODUCT TCCMnOLWr "p ., LDt! m •nnw nw..W - •^•••••-•• P f SHEATHING BY GTHETIS SHIM AS RE'D'0 SEE •NOTES) CAULK BETvEEN DOOR rLANCE a SMEATHING INSTALLATION ANC.•CR e SCREV TvO 3T wGOD IT OT1.Ens DOGR vIDiN " /A' MAR SHIN SPACE TvO By vOOD 1-1/I MIN BY OTHERS EMMOMENT SLIDING GLASS Da[n rJAMJAME IF1/ 4' MAX. SHIM SPACE 1 L i q 1-1/8' MIN. EMBEDMENT TEMPERED GLASS OR SIDCCOING IT; DR SIDING ' BY 07HERS SLIDING GLASS DOOR rRAMC PERIMETER HEAD CAULK IT OTHERS PERIMETER CAULK I TEMPERED OTHERS 1 GLASS CTYPJ 3:i-.'._°.'.•+ DOOR E'I t r HEIGHT SECTION B-B Lp /D1 Ir I SLIDING GLASS DCOR.r ) SILL / . 1 A SLIDING GLASS DOOR SHIM AS RCO'HOCDC STRIP0. SEE NOTES) INSTALLATION ANCHOR 2 SCREv CAULK IETvEEN DOOR rLANGE L SHEATHING ro ,,e INS.ALL-TICM Ar:C.iR a8 SCREv TvG IT VOOD 2T OTHERS C%I,% IETvEEN HOOK STRIP t SHEATHING SHEATHING D7 OTHERS SHEATHING By OTHERS TEMPERED GLASS STUCCO CTTPJ STUCCO OR SIDING OR SIDING By OTHERS BT OTHERS SLIDING GLASS DOOR J INTERLOCK HOOK STRIP DETAIL 1-I/8' MIN. ENLEDMENI 1 DI4 M T^.LA L. SERE N ALLOT crIAMST.LLATIC. SCRE.rf MUST tt Q OlIICTCMT SLUM TO ASILL C Hit• CMICDMCAT or 1.1mr[CM I L V000 IACHLC C HI IMSRCOPC T AMEbr2 AT flll MVST O OfSIlf[CICMT LEK.M m .CHIC VC HIM. CIQpM.EMT lT 1-1/•' Ut70 M9AT O C04.CTC D U.TtA ATM "CHOWCMUMT OM LAM OrT-41 VW. USE S0.laNZED ACMEC CALLS IEHIMD DOM rLAWE AT H(.0 L JAMSL S) USE S0.R'O.ITCD ACRYLIC CALLA rOR PERIMETER SEAL AR"D CRTCRIOT Or DOOR.. U IT EAACT SIEC IS ACT LISTCO L. AKMOt CHAAT. USE AMbdt pUAHilir LISTED UIIH M(af LARGER SCE. rR THL A RD/RI•:C Xittl. PRESMC RE('LL7) rOT POCrCT OmT TITES viE CLOSEST 1*PASS DOM SITE L COWIGURAT01 m rL,4sW_D VCMIt4 RACC IMSTALVTIDM .MOOTS. In rnl t Or tmt STRp AS UUQT/tL1) ri.SS iHIC.1ESS HAT CaK PER REOMHC IS Or AStM CI]m OAST CHAR IS 1) WM 04T IS APMOVCO USING TEHPCKD TL.SS IN Tt•4C GL-rCO OR IMSLLATtrG OAST. Id JAHI r SILL COMERS ARE TO IE SEALED UITH A UA•LL JOINT SLAH SCALER 11) SHIM AT RECO AT CA. SCr p IM: AI0...CMORS. PA.. ALLQ Al [ SMG SrAC[ t0 4 1/•'. ltt ALL I, ..%AtIOM AKH@S 1YST SC Mup( O' CREPRStO' RCr". 0 I M..TCRIALT 1)MEW t 6MfCY[ T Lr[oPAWL iuCMpti aT4(>< Q itO.IS KST•P RG`/CD j , EXTERIOR E L Ey A T LJN i.l MDT ALL C rIW.T(DMS LISTED •IO•.L .Rc s.avM. DH THIS D..vIMc, HDvcvu o.T:ALVTIbM T i[ CTtoH: '•-.'. 'I-t' L Mml STRIP XT.tL APPLY TO IHSTALLJttCr Or ALL APPlz. lb D EM3E L' MENT [OKIW.fID2 G 1- 1/a' M!N. IL fL6RIDA CATRUDCRS I000 SERIES AIOU4 4ASS OOJI IS S+OUn THIS RpT AL2 AP-(S m 2 PANEL DOOR S.IOVN taaD f.JtICT AHD SOD SCRICS. T aA A o L! EvALLT APP r o I REVI DESCRIPTION DATE I [NI EXTRUDERS CAL1.<IMG 17.DER SELL , L P, SPrIFpRD FL. OR SET S LL IN BED !NSTALLATICN ANCHOR ' 1 0( CjIO: E;= VIE.' 71A. TA;, ITV'//' nTU: SLIDING GLASS DOOR SECTION A- p INSTALLATION WITH # 8 SCRE\,/S DPAWN BY: 33 APPP.OVED BY: FE 1 2002 j j { ATE: /G; !SCALE: NTT IDWG J%E=' ; 3 0 I-r-8 SCREW INSTALLATION ANCHUH, .LHAFJ I.. P. QUANTITIES IN HEAD L SILL QUANTITIES IN EA. JAMB IOUANTITIES IN EA. HOOK STRIPNOMINALDOOR SIZE AND SIZE UP TO 46 PSF 10 61 PS' TO UP TQ 46 PST TO 61 PST 70 UP i0 46 PSr TO 61 PST 10 CONFIGURATION 45 PSF 60 PSr 70 PSr I 45 PSr 60 PS, 70 PSr 45 PSF 60 PSr 70 PST 4068 Xx, OX, x0 48 x 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 5068 x%. Ox, x0 60 x 80 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 10 10 8 8 8 4 4 4 1006 xx Ox x0 5080 XX. OX, x0 120 x 80 60 X 96' 6 6 6 10 10 10 5 5 5. 5 6080 xx, Ox. x0 72. x 96 8 8 8 to 10 10 10 t0 10 5 5 5 5 5 8060 xx, Ox, xO 96 x 96 10 l0 10 to 10 10' 51 5 5 0 0 xx x x 50100 xx. Ox, x0 120 x 96 60 x 120 6 6 6 12 % 12 12 6 6 6 7 60100 x%, OX I 8 8 8 12 12 12 12 12 12 6 6 6 7 8X096X120 8 8 8 4 4 4 9068 %O 109 1/8 x 80 12. 12 12 8 8 4 4 4 12068 Ox0 145 1/8 x 80 14.. 14 14 8 8 4 4 4 15068 Ox0 181 1/8 x •80 16, 16 16 8 8 9080 Ox0 10 1/ % 12 12 12 1 10 10 10 1 10 5 5. 5 12080 0x0 145 1/8 X .96 14 14 14 10 10 10 5 5 5 15080 Ox0 lot 1/8 X 96 12 12 12 5 7 8 90100 Ox0 log 1/8 X t20 12 12 12 - 12 12 8 120100 Ox0 145 1/8 x 120 4 4 4 12 8 4 4 9068 XXx 106 /8 X 80 12 ' 12 12 e 8 8 8 4 4 4 12068 xxx 142 5/8 x 80 14 14 14 8 8 8 4 4 1 15068 xxx 178 5/8 x 80 10 10 t0 5 5 5 9080 xxx 106 5/8 x 96 12 12 12 10 10 10 5 5 5 12080 Xxx 142 5/8 x 96 14 14 14 10 10 5 1 5: 5 15O80 xxx 178 5/8 x 96 16 16 16 10 6 7 8 90100 xxx 106 5/6 X 120, 12 12 12 12 12 12 I 6 7 8 xxx 142 5/8 X 120 id A 12 8 8' 8 4 4 4 10068 1 0 119 5/8 x 80 12 12 12 8 4 4 12068 O%x0 143 5/8 x 80 14 14 14 EI 8 8 4 4 4 16068 OXXO 191 5/8 x 80 to to 18• 8 8 t xx t2080 xx0 143 5/8 x 96 12 14 12 14 l2 t4 10 10 10 z I 5 5 5 5 5 t6o80 xx0 191 5/9 x 96 18 IB t8 0 10 10 5 tooi00 OXXO lI9 / x 120 12 12 12 Ic 6 c 1191 I I I I 2 I 6 7 8 160100 GxxO 5/8 x 120 18 1E 19 12 12 12068 XXXX 1141 1/4 X 80 I 14 I I\ 1606E %xxx 189 1/4 x EO 16 16 16 8 8 8 i 4 4 l0080 xXXX I11 1/4 X 6 12 l2 12 10 I l0 I !0 I 5 5 5 12060 XXXX 1141.1/4 x 56 I 14 I t4 l4 I t0 0 5 5 5 150F0 xxxx I89 1/4 x 96 16 10 12 5 i0o!00 xxx% 1/4 x 120 12 12 12 i2 12 c 2 I 7 8 t20!00 xxxx 111 14i t/4 x !20 I !, 14 I 1= I 12I I !' 7 6QI.o xxxx 89 /4 x o t6 19 nn.' uCHC—R NC'_S: - NINC: v/ TvO JC__ 7UC< USE CAME ANC_ Gr „;.\ is ...-... .._..' ._. FLORIDA EXTRUDERS FLORIDA SANrDFD. rL. SLIDING GLASS DCGR INSTALLATION VI T . --E SC<E dl c.cxca$ gg i2/2i/O1 x CIVI'_ s N.i.S. .t• :L_r=Cc7 CONCRETE OR SNIT. AS PE'C'D _ MASL4+Rl' OPENING SEE NGIES) By C-ZiS CAULK EfIVEEN OCOR rLANrt L VDO. LUCK CAULK ?ETVCEN PERIHE TER VOOD BUCK [ MAST OPENING CAULK IT RT OTHERS OTHERS 1 STUCCO By eTwRz INSTALLATION ANCHOR 2 8 SCREv CITP. VNCRE — TAPCONS ARE NOT REEFD) SLIDING GLASS DOOR rRAME SILL D A I I jl A U INSTALLATION ANCHOR 3/ 16' DIw TAPC,IN INSTALLATION ANCHOR B SCREv GiTF. VHERE ONE BY VOOD 1APCONS ARE NOT REO'D.) PUCK IT OTHERS r 1 I/A. MIN, EHIEDMEMT SLIDING GLASS DOOR TRAM[ r IAA• MAx. IAMB D I SHIM SPACE SLIDING GLASS DOOR rRAo-E HEAD TCMPERED GLASS LTTPJ' DOOR HEIGHT D CMPEDMENI A 1-1/4' HIM. D LI° CRALLT APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR or COMCREIE 3/16' DIAL IAPCON SECTION A -A yam f- I/.' MAIL SHIM SPACE 1 1/A' MIN. I"~ iEMBEDMENT ONEByvDOD I RUCK BY OTHERS CAULK RCIVEEN V WOOD BUCK L MAST. OPENING By 07HERS SHIM AS RED'D. - SEC NOTES) C INSTALLATION ANCHOR 7cmPERED 3/ 16' DIw APCEN • GLASS O CAULK BE7vEEN CTTP.) DOOR rLANGC L VCIOD BUCK PERIIQICR CAULK DT OTHERS CONCRETE OR MASOMPY OPENING f— S.G.D vI OTn DT CITtiERi CONCRETE OR MASONRY OPENING By OIMERS INSTALLATION ANCHOR 7 CALLK DEIVECN 3/ 16- DIw TAPCON VOOD BUCK [ t MAST. DPCNING By OTMCRS V CAULK SCTvECN SLIDING GLASS DOOR k= STRIP L WOK STRIP VOOD TUCK V I 1- 1/4' MIM CMEEDMENT d I V r IT VOOD BUCK IT OTHERS STUCCO RT OTHERS LPL B.O.A.F.IEMPERED GLASS SECTION BNLJFACTLTRER NE: TP' rr SLIDING GLASS DOO Y V — - -• a r5 IN,CRLO[K MASTER FELE# S HOOK STRIP DETAIL U DOOR HATCRI.L. ALWAUH ALLOI 6061 21 7APDSp Tr E UR7ALLA7mN ANDatS MAST K or S11rIt7CM1 LENGTH TO ACNCVC H01L 4q(DEN1 Or 1-I/4' MID RATT)11 OR COCREIL 3) ALTCRxA7C TAICON INSIALLAIIUN ANEHQs rRONT io LACK IN ALL rRANE mEnuts. AI I.ACDN ANCHOR CMARI ON IACX Or IHIS PEC7. 51 US[ Sal[DDECD A[tRtC CALwL RC.CNO WON rLANGC AT HEAD L A IL 13 VS SIL ICpN17CD ACR'LIC CAVL rat KRIIETCR KAt ARpMO C 1 [RIOt Q DOOL 71 IT [ACI DOOR SIIE IS HOT LISTED IN ANCHOR CHIAR7, USE ANC HOROUMIIIT LISTED VITH NEx7 LARCCR SIT[. rOt 1Hc AP ROMATC DESIGN PRCSUM RCO.O RI ran POCKET DOOt LIICS USE GLOSCSI ITrASS DOOR SIZE L carldAATSON 10'rWISHCo OPCNIAC, RACE 1.PCDHS. IN r*CMT CI Nm, STRIP AS S1NpvX I ! H CLASS THICKNESS NAI VAR' PER RDAREPCHTS Or ASTH EIIN GLASS CHARIL ID' DALL rACTOR+ APPLIED HDLCS NOT DCSIGHAI[D ran 'AACO. AK,= SHONLD K rtLLCD v1TN N/ SCRIPS I Cr SLrrIC1EN7 LENCINN 10 PROVIDE NIX 3/1' CNKDE.7 INTO VEOD TICK. U1 Dope TAUT If APPROVED USING TEHPERD CLASS IN SINGLE GLARED ON INSULATING GLASS. IV - I / StLL LONERS ARE TO K SCALED V11H A SHALL N' SIM SCALER 13, L1un AS Rt 0'D AT [A St' Or MSIALL.TM. ANCHOR'- ALLTN.RLC SHIN SI.C. 1a K 1/.'. NI ALL 1.S TALLAIIp. ANCHOIS -21 K HAD[ Or CORROSION R::SHAM wATER1Alt 171 VNER •• RrRTENTI A>OVIIG rANEI AND 9' RPRCKHIS rU2D PANEL APPROVED COW IG.A.TIgR C .S LISTED D. ANC.OH CNARI DH TACK or INUS SNECT. IU HOI ALL CWIGLAAIMMS LISTED ARM AR LOvN ON INII DR —MG. MVCVCR MIALL•11OH EXTERIOR ELEVATION - SIC12S '.-A•, •1-F L W. STRIP DETADL APIALI TO INSTALLATION Or ALL APPROVED Z PANEL ODOR SHCNN COW IW A?LON%. 17) INSIALL Dc IAICON IN EACH PAIR O' rACTO' APPLIED INS:ALLATtOH HOLES 1ALCSS AOTCD 01HERVISC COWAHE.0 CHART SEE W. Or THIS SHEET. 11) rLORIDA EX7RO? UD[RSI= SERIES SLIDING GLASS DIS SHOVN IHIS PRINT ALSO APPLIES TO . Z= SERIES AND SW SCRIEL REVI DESCRIPTION DATE I IN] F L O P I D A EXTRUDERS DERSC. $ANFOP.DE TITU: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS I I DP. AWN BY: BB I APPP.OVED BY: I I n.+• r. tfH /7S AO; Ier.H r. tiTC ne r rVnr.?H TAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD L SILL QUANTITIES IN EA. JAMB OUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF i0 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, xD 48 X 80 3 3 3 4 4 4 3 3 4 5068 xY., OX, x0 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX. OX. x0 72 x 80 4 4 4 4 4 4 3 4 5 8068 XX• Ox. XO 96 X 80 5 5 5 4 4 4 3' 4 5 10068 xx Ox X 120 x 80 6 A 7 ) 4 4 4 3 4 5 5080 xx, 0x. XO 60 X 96 3 3 5 5 4 5 6 6080 xx, Ox. x0 72 X 96 4 4 4 5 5 5 11 5 6 8080 xx. Ox, X0 96 x 96' 5 5 5 5 5 5 4 6 6 0 xX x x 120 x S6 6 A 5 5 5 4 6 6 SOI00 xx, Ox, x 60 x 120 3 3 3 6 6 6 5 6 7 60100 XX, Ox. XO 72 X 120 a 4 4 6 6 6 6 7 8 xx X x 96 X 120 5 A 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 x 80 5 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 X 80 7 17 9 (D2) 4 4 4 3 4 5 15068 OXO 181 1/8 x 80 8 10 () 1 11 ( 4 4. 4 3 4 5 9080 Ox0 12080 OXO 10 1/8 x 96 145 1/8 X 96 t, 7 5 8 (DID 6 9'S ) " u..YS= 5.. 1= 1 15 4 4 6 6 5080 Ox0 181 1/8 x 96 8 5 5 5 4. 6 6 90100 OXO 109 1/8 X 120 5 4 n. d-...'_ 91?=1: DI) 6 8 10 120100 OXO 145 1/8 x 120 7 6 6 7 (DI) 6 8 10 9068 xxx 106 5/8 X 80 5:-,• 4 4 4 3 4 5 12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 : 4 S' 4 3 4 5 506 xxx 178 5/8 x 60 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 (DI) 9 (D2) 5 5 5 4 6 6 15080 xxx 178 5/8 X 96 8 5 5 1 5 4 6 6 x 120 5 6 I IPOIO %x 14 5/8 X 7 na in (n 6 6 17 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 (61) 12 03) 4 4 4 3 4 5 10080 UXXU I I li :)lb X 76 6 7 (DI) a 7 4 b b 12080 OxxO 143 5/8 x S6 17 8 (DI) 9 02) 5 5 15 I 4 I 6 I 6 16080 OxxO 191 5/8 X 96 9 IP (n ) 14 () 5 5 5 4 6 6 100100 OxxO li 5/8.X 120 6 6 7 (D1) i (1) 6 6 10 120100 OxxO 143 5/8 x 120 7 9 (D2) I 10 (D3) I 6 6I 7 (DI) I 6 8 10 l60100 OXXO 191 5/8 X 120 10 (D1) 13 IN 16 07) 116 6 7 (DI) 6 8 10 10068 xxxx 11/ 1/4 x 6 6 4 4 4 3 12068 xxxx I I (DD4) I16068XXXX1891/4 X 80 9 (DI) 0 (D2) 2 4 a 3 4 5 10080 xxxx 111/4 x 96 b 6 7 (D1) 4 12080 xxXX - 1141 1/4 x 96 7 8 (DI) S (D2) I 5 I 5 15 I 4 I 6 I 6 6080 xxxx 189 1/4 x 56 S (DI) 12 ( A Il (nl- 5 5 5 4 6 6 100100 xxxx 11 1/4 x 120 6 7 (DI) 6 c 1> 6 8 10 1% 0!00 xxxx 1141 1/4 X 120 7 18 (DI) I !0 (D3) 6 I 6 I% (DI) I 6 I 8 I 10 160100 xxxx 189 1/4 x 120 10 (D2) 13 (D5) 15 (D7) 6 6 7 (D1) 10 QFE z15-10ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION MOLE. 'DI, THRU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE REO' D. 2) ' DI' MEANS, INSTALL TWO 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) ' Da' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) ' D5' MEANS, INSTALL T.WO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD L SILL SHOULD BE PRIORITIZED AS FOLLDWS: A: FIRST ADJACENT' TO INTERLOCK OR BUTT STILES 1N HEAD L SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER, 1F NEEDED. C: LOCATIONS IN HEAD L SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A L B. L O R I L A INT.RINC S F SANF ORD. FL. y SLIDING GI_aSS DOOR TAPCON GLASS CHART C i V it N.T.S. MA sG GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 S.H. SIZES 19.125F- I 26.500 30.500 37.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCA77ON 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 fq 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 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 1 FAX 407 805-0366 IV yy CA620036 JAN. 11, 02 01-1201 f MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) INSTALLATION ANCHOR TYP.) 8 SELF .TAPPING SMS (TYP.) MULLION ANCHOR BRACKET SEE NOTES --' 2 & #3 D ° DWG NO: GEN-0453 INSTALLATION ANCHOR TYP.) I MULLION v 1-7/8' DIE NO. 1447 SFPRQ C, B. 0• D SUBSTRATE v LIONACTRNAMME ., MULDIE N. 1447 D ° 1-7/8• WINDOW` v FRAME HEAD TER FILE # 6 CTYPJ v SECTION B-B SECTION A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. ATTACH MULLION TO SUBSTRATE WITH 3/16' D1A. 0 2) IN MASONRY CONSTRUCTION, 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 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. y GENERAL ALUMINUM CORP., CARROLLTON, TEXAS i..A • ylyi TITLEI FIN H RIZ NAL MULLION INSTALLATION DETAIL T BE MULLION DIE NO 1447 R ELEVATION : +=. = %• •` EXTERIOR ` 7 e_' ALUMINUM AREA, __-- U BB APRvDI ---- n"TE' 3/I7/02 VT/fTl ---- SCALE HALF MATLI ---- V Nn aGEN-oa53 P., f,..PjK,pARCp.p(IOIRIET TECI+a OCiT CORP.. 2S0 INTCRNATIQuI Pxvr.. NEA7MOv. FLORIDA 32746 PHONE 407-005-0765 FAX 07-W'5-0766 64 tl GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> 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 01447 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. 4 PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12Jan-2002 01-1201 owc mo: d-0450 MULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION JCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLIVI11 DIE NO. 1448 SECTION A -A MULLION ANCHOR BRACKET SUBSTRATE MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) v ° ° SEE NOTES a o # 2 & #3 A A SECTION B-B IL B 4 CENTRA 11 FL - ° MANUFACTURER NAME o K EXTERIOR ELEVATION MASTER F ENOTES: j 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG -AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM C O R P ..f 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. nTLE: FIN VERTICAL MULLION INSTALLATION DETAi_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: - - - - DRN: JS APRVD: ---- 101ATE:3/17/: 2 FRAMING. WT/FT: SCALE: MATL: DWG NO: HALF ---- GD:-G-:5 PREPAPEO 8T: PRODUCT TECHNOLOC7 CORP, 250 INTERNATIONAL PKwT, NEATNROw, FLORIDA 327A8 PHONE 407-805-0385 FAX 407-5;5-C=`! A y a," 0 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 44 -'I FIN VERTICAL S.H. SIZES 18.000 24.0007 427 30.000 390 36.000 379 48.000 379 53.125 379 WDW. WTH. > WDW. HGT. V 36.000 506 319 262 231 215 208 208 44.000 263 213 186 171 160 160 48.000 129 102 87 78 68 66 60.000 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805MM I FAX 407 805 M CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q t?/ 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 80&03651 FAX 407 805-0366 CA020038 JAN. 11. 02 01-1201 I. .• 1 T.. t••h1 ''J,1r isNo,:•: '.1.! i:.,00r MANUFACT R 1` AA9I 7 ., TTAthMA oTRU® CLASSIC CRAFT' OUMWIN0"SINOL.E AND DOUBLE W13 WA7UT DELITE& PImt1 mw RBEII DOOR WRH wow FRAmm THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MKMI-DADE COUNTY. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN BE BEYOND WALANCHORDESSING OR STUCCO. DI TO E DESIGNED PRESSURE RATING SEE TABLE PAGE I. THIS PRODUCT MEETS THE WATER REOUIREMENTS FOR MIAMI-OADE COUNTY WITH THE USE OF THE HIGH DAM BUMP THRESHOLD • SEE THE DESIGN PRESSURE CHART BELOW. MLAMI-OADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRE SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. INSUL`1T[D F1 to a I come r t-pnei roverglass (SMC) skin 0.105' min. thk.. ide5te Sheet: 0.07 min. thk. With yield strenCq. 7(min.)=6.Q00Fp: r i ; Polyurethone foam core, withl.9 Ibs. density by w v P i n- The panel skin is constnxted from a 0.095' thk sheet mo ). The mtenor coxTy is filled with 19 Iles. darsily BASF poWethorrc foam The panel face sheets we 9ked to the wood stiles and rg"- The ktch are hije sties ore LVL or LSL The kldn die which s 4r.,0,3os xe 1.47 rs the btch nnlorcemad. The tap and bottom roil are d o wood estruded motuial An the doable door application the inactive door is felted with an ewwca olurnmurn astroo of 6060-T6 alloy. From Cons truclion: The formers constructed from fueger jointed you 8-7 w de + — I (hick The header rs jailed to the Side jambs with (3 /8 + 25' PhSps Head. W Screws. Tip threshold s prrcd to side jambs nth ( 16go. 1 2 crown s 2 erg daples at each sde. The nwi6aa are secur together in a sidefile 9*60n Usil9 /8 2' PFH Wood Saes (6) screws pa each r r. The units uses on threshold akaaA i 4.615 a .837 SNC Ute - M sae rs 275' wide s 50.I9' high secured w 1.75' Pan Heod Scrnws. The home am sealed With silicone eouDcing (Dow 795) to sidefite panel and to the gi= sideIefICurgfr6SUCrLipLifewithUwyieldstrengthFy(min)-- 62M Psi & TUC UP Lite with Me yield slrmgth Fy(min)= 4.674 psi - 0A sites 9.85' wide 65.85' wide secured w 16) 8 s 1.75' Philips Pon Head Screws. The frame are sealed with silicone couaag (Dow 795) to siddte panel and to the 91M ktegrd Flush tamed - The sidefite sash face ponds are nnolded to rece a the isrdoted Boss Th afass is off- to the sidefife face sheets with sitcom gktig compound (Dow 79! TABLE OF CONTENTS SHEET / DESCRIPTION L WIDTH 36' MAX. PANEL WIDTH A J 24.5' / o = j D.L.O. TYP.) dGja1 JA Sa o 9 0 moo x Rja x oGo N n o to 105.5' MAX. OVERALL FRAME WIDTH 36.625' MAX. rPANEL WIDTH 15.5' MAX. W/ASTRAGAL D FRAME WIDTH owl r SINGiF OUMMNG RE@ OPTION n W/ SURFACE BOLTS 74.5' MAX. OVERALL FRAME WIDTH SEE DETAIL 'A' SHT.3 At I MODE I t 68.5' MAX. OVERALL 36.625' MAX. ARE MLIYEDrWI24. 5PANEL DTH —.- 1 FROM IKIERIOR . DIO. I D I F W ASTRAGAL LU w 24. 5' / V Z 2 MAX. D.LO. TYP.) Mu 2 x n. L= n o o he Go INAc ACTIVE a 13.9375' MAX. 7.125' MAX. D.L.O. WIDTH UP LITE 7.0- MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDEUTES) 1 WIDTH 15. 5 MAX. P FRAME WIDTH 0 I\ • r, ea ei1L}7i'butzIfWrl\ to a `) OPTION II W/ SURFACE BOLTS ecr nrren - e' <14T l DESIGN PRESSURE RATING WH R WA R IN IL A ION RE UIREMENT IS N07NEEDED OPTION 1 W/ OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION II WITH SURACE BOLTS 6: WINDJAMBER II ASTRAGAL 70.0 PSF -70.0 PSF 13.9375' MAX. 7.125' MAX. D.L.O. WIDTH LIP LITE 7.0' MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) U O> OaN0 O cn ro 0 ZO,^) U: Wto 0 Lr! — 1EO O 3x00 CIO n a 813.664. 3E31 2 11 05/ 0 at N.T. S. a. m WLN ex: RW Awuc no_ S- 2161 r I or t nu PANEL TM SEE GLAZING DETAILS INTER 4Lu EXTERIOR I i 0; K OUTSWING DOOR PANEL PANEL -/ HIGH Ow WILOW PROFILE THRE94OLD SEE DESIGN PRESSURE TABLE) GTINiT 111 J 1. 3 uj C, 16 co O V) 17 M 5 Lr) OLU, SNOT SHT. 4 0: 0 c) 0 co34 iY O IN1.68' M. coco 2z Q- m PANEL THII 00 0 42 E SEE GLAZING DETAILS Gi Z 14- = 01 Inn Ing 0 o 00 00 0 42 20 2E 5, 6 SEE NOTE 6 9 SHT. 4 52 43 SEE NOTE 5 SHT. 4 W w 10 2 OUTSWING FdDELfTE PANEL THE CROSS SECTION IS SHOW Wn/4. CRAFT" 01GLASS 01 N7S we WLN OR. Or. RW Rr " o, S-;151 son 2 oF I r ASTRAGAL RETAINER BOLT 8.0' LG. TOP BOTTOM (2) BOLTS 12 AT TOP & (2) AT BOTTOM INACTIVE SEE NOTE 2 SHT . 4 12 1 Kf N3 0 MULLION 1. 15' MIN. EMB. 25' MAX. WM MIN. 15" C-SINK EXTERIOR 43 49 0 t4o 0 0 140 6 36 NNn SEE NOTE 34 9 SHTA 16 17 0 SIDELITE TO M= DETAILA OPTION a SURFACE BOLTS) NOTE ri rr.4 1j. O 00co R m Zorn 15 Lu Mi 0 00 co znt n 813.W4.W3l t I 1/5Z—01 uL NTS WLN PL 9r. RW c .0-- S-2161 rrT 3 of -9 Xi RI 25" MAX. SHIM SPACE I 8 17 15" MIN. 1 RI R C-SINK 4 LATCH JAMB TO BUCK, 1.15' WN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED CLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SIUCONE 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", 40.5'. 59.257. 74.25. 76.25' k 78.25 . 3. 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) /8 x 2.5' P.P.H. 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 19.75'. 33.5 , 47.25, 61.0 & 74.7'. 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 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 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A IS x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A 110 x 1 3/4" SCREW. B. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION 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 1" x 0.04" DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12" O.C. SEE NOTE 1 SHT.4 Uz U W EXTE@lQ6 U 1NTERIO z W vWN 25' MAX. SHIM SPACE OLL, SEE NOTE Q N f 0 7 SHT. 4 a co 37 O IXZ0 85 W O co d 2 15" MIN. 13 4 HINGE JAMB TO BUCK. C—SINK 1.15" MIN. 18 EMBED. SEE NOTE EXTERiO 1 C SHE 5 3 13 a SEE NOTE 5 SHT. 4 0v00 R9 00 0 0 000 i fi Y 36W4,' 34 n a 33 SEE NOTE 9 THIS SHT 1 if 111111111 7 1riff61Q8 3 3 HORIZONTAL R Ij O STRIKE JAMB TO SIDELITENOTE6 f. 4 r ACT UnR N z Ln M tnH ny o , o UZ co Y 41 Up m tn O NW- E13. 664.3631 rxL NTS p E Mr. or. WLN om It. RW ouoc ua: S- 2161 09d: ET 4 or 9 SEE NOTE 3 SHT. 4 SEE DETAIL "F' SHEET 5 B 3' F-F X36. -- r 3. 3" 6' to 3" SEE DETAIL in E", SHT. 5 TYP. a n SEE NOTE 4 SHT. 4 in tfi SEE DETAIL __ G' SHT. 5 to —1 6' 6" L I I 13 J TYP. Ln C7 ro-- 13 - C' •C' TYP. t 51 TYP. t- F- 6" 6---4 ip LLJ r OV O OD O O00 IL x SEE NO 4E 1 OZ n LnWo ogcol, F— 3 00 r\ n U i N of N u a 12 3 In a o SEE DETAIL E. r SHT. w j V o ZQ O" L ISW: 1 \- SEE NOTE 10 4 SHT. 4 SEE DETAIL H- SHE 5 O DOURI F DOOR W/SIDFI ITFS SINGLE DOOR 4 DRILL 7HRU FOR 1 ac 1 A 0.357' BOLT DEEP ENOUGH FOR A 2' NOTE BOLT THROW o USE ITEM 113 A IS x 2 112' PFH WOOD SCREW T SEE NOTE ATTACH THE STRIKE AND DEADBOLT PLATES TO THE SEE NOTE 1 THIS SHT. JAMB OR ASTRAGAL EXCEPT IN THE MULLED euano 7 SHT. 4 0 13 43 SURFACE BOLTATE APPLICATION WITH THE SIDELRE USE ITEM 143 A 18 caaurAMs u 43 37 2' PFH WOOD SCREW. Btu 5a xJt 11 DETAIL 'H' ore 11 5 O1 O RETAINER BOLT HOLES sauc N.T.S. 10 BOLT ^STNARIK SURFACE I nnn[ !f lt p p61w[ p1 oKc WLNSURFACE ATE 13 43 ® YYJiDA B. . A. F. oo _ RWSTRIKEPLATE DETAIL F NO - ASTRAGAL STRIKE PLATE 10 Bp PSTRIK PLATECE SEE NOTE '` • 1 5-2161 DETAIL 'E" THIS SHE DETAIL 'G" MANUFACTURER 1 snm 5 or 9 SEE DETAIL 'r SHEET 5 6 3. io 6" 66 13 TYP SEE NOTE SHT. TYR SEE DETAIL 3 4 r S WE 5 ei 0, Q).3to t, U TYP. j SEE DETAIL G- SHT 5 U-1 SEE DETAIL E" SEE DETAIL N' SHT. 5 C4 TYP. L 41, 6- -i ' 6? 3" 6" 3' 3 1 66. l . 3' I 3' 3 II IrSEENOTE Y' n SEE NOTE 3 SHT. 4 6 SHT. 4 0, SEE DETAIL TYR In 'E' SHT. 5Ln TYR S' DETAIL K' 'K' Typ. -mt.— EE GSHT. 5 i - SEE NOTE 10 4 SHT. 4 6' TYP. 3' 3' 3: 6" 6 6' 6'- SEE DETAIL M' SHT. 5 FED— QQURI F DOD SINGLE DOOR W/SIDELfiES Mrq\, TRAL F1L(5RL.Mk B.G.A.F. MANUFAC- jif,-UNUER NAMEC- W— a —T 3" SEE SEE NOTE 52 4 SHT. 4 TYP. LJ t" o04 00 C) CCZC) 0 Llj U) oLj c) 00 co T OL 513M4. 3531 t 11/6/01 IM N.T.S. G. or. WLN r or. RW uoc S- 2161 M 6 OF 9 0.5' CLASS SITE Y i SEE NOTE 1 THIS SHT. 1/8' TEMPERED GLASS v e 1/4' AIR SPACE 0 1/8- TEMPERED GLASS 8 x 1 3/4' PPH 1/4- STEEL INTERCEPT SPACER 1/2' all, TEMPERED GLASS G, all, DETAIL bHOWN W/ riASSIr. rRAFT- TCM LITE FRAME SIDELITES ONLY) 0.5' GLASS _ BITE SEE NOTE 1 THIS SHT. qPPHex13 3/4' STEEL INTERCEPT SPACER 0625- THICK DOW 795 GLAZING COMPOUND 0.5' GLASS BITE SEE NOTE 1 THIS SHT. . co e . • o o ' T — p8 x 1 3/4- PPH 3/4- STEEL INTERCEPT SPACER 0.5' GLASS BITE i 1/8- TEMPERED GLASS O O O O % O 0 3/4- AIR SPACE % O 0 1/8- TEMPERED SEE NOTE 3 THIS SHT. GLASS 1/2- STEEL INTERCEPT SPACER - 0625' THICK DOW 795 GLAZING COMPOUND 1' INSUTATED TFMP G A7ING DETAII SHOWN W/ j M S 1. THE 27.5' x 50.19- DOOR LITE IS 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 SIDETHESIDESTILEANCHORSWERELOCATEDAT3.0'. 13.25'. 23.625' 33.875' AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) 08 x 1.75' PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5'. 16.5'. 27.5' 38.375'. 49.375' AND 60.375'. 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 0525- THICK DOW 795 GLAZING COMPOUND 1/8- TEMPERED GLASS 3/4- AIR SPACE 1/8- TEMPERED Y GLASSi w 1' INS I ATED TEMPERED GLASS rl e7wf nFTAIL SHOWN W V -CLASSIC r eFY SMC LITE—FRAME REOUIRED FOR DOOR PANEL) 0625- THICK DOW 795 GLAZING COMPOUND 1/8- TEMPERED GLASS 4bi 1/2- AIR SPACE 1/8- TEMPERED i: GLASS g i/4" INSULATED TFIAPFRFD GLASS rl e71Nr: DETALI S<+DWN W/ CLASSIC CRAFT' INTEGRAL GLAZING SIDELITES ONLY) All -lip FLORMA, 0,A lcJ O> oCNco 0 co Ln = CC 8g0tn74itn 3:QCID Lu coo a j E 13.684-%31 er. WLN er. RW S-2161 1 7 or 4.03 Eiji n OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077" { L 1.54 a --ice 42 rnu oea FINGER JOINTED PONDEROSA PINE co co CC BOTTOM RAIL OWOODCOMPOSITE 1 .1 Au11 111rIF ST1I F 36 FINGER JOINTED PONDEROSA PINE r-1.47"--1 v CC TOP RAIL OWOODCOMPOSITE 9 O O N O O 4 x 4 STEEL DOOR HINGE9 39" RED { OAK CAP I I N ^ O •'t Cr N E SIDE STIL CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL PONDEROSA. RADIATA PULAI, EWOTIII. TAEOA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. III x40 • 1.79' PT TM W J SCRM. M&M 01A 4.Omm ot('_ 1 iRAI Q iTFA rr'l-Ge r zi T 0 2 WOOD FRAME ul . 4.615" F---- 2.203' t I 1 T MASTER F-TILLE O n 19 ollAl57NG BUMP FACE ALUMINUM/WOOD THRESHOLD_ 050" WALL TYP. 4.563" 2.36" o> r, 0 ao 0 o °° 0- Q X 8 o g, n 0 W 00 3Q00 NZ w 0- T to 513.654.3531 sulc Nis Rw 161NII - 5 8 ; 7 s1m 8 a R P FIBFRCIASS I= OLAOCK BLOCK MM-0, 3 CC 4 a Wa SOL MUWMX LVL OR LR d I1W 1.4fi U 5 6 NOT USED RETHAN FOAM SF. 1.91bS. D£NSII FLBA FOAM 7 SHORT RFAGI COLIPRESSION WIi1ITff36MP n'DW—TRU FOAM 8 LONG REACH CoNPRESSIDN WFAINFRSTR FOAM 9 4 x 4 HINGE .097 INK. ER) V.Zrrtle STEEL STEEL 10 II) x 3 4- I.G. PFH WOW SCREW 11 10 x 1LC. PFH WOOD SCREW STEEL 12 NOT USED S L 13 8 x 2 1 2- LG. PFH WOOD SCREW 14 NOT USED 15 NOT USED WOOD 16 2z INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK ALUM. WO00 19 ONE PIECE BUMP FACE THRESHOLD 20 NEVER 4.565 x 1.17 —TRU PONDERO6A PRIE WOOD 21 NOT USED 22 VOICE lale 4 565' x 1.1 r -T11v, POIrOEROSA W 23 KWIKSET TITAN 700 SERIES DEADBOLT WALL ALUM.G6065-76 24 ASTRAGAL WINDJAMBER II WR68T .052 25 GLAZING, 112 INSULATED TEMPERED GLASS 26 27 NOT USED 18 x 1 LG. PANHFAD SHEET METAL SCREW STEEL 28 eld sfre FWW A-TRU SMC r mmMC• 6iK PSi d STEEL 29K40x - I Omm 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-U TAPE 33 I x 0.04 OR WIRE BRADS STEEL 34 3$ 3 8 COVE MOLDING BWO( WfB 4 565 x 1.1 -IRU, PONDEROSA PVff 36 scaffE SOE SfIE IRU 151 x .67 f411 ROS1 WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LA1G1 i11B 4565 x I.1 - PpIDEROSA WOOD UM. 39 HIGH WATER DAM THRESHOLD SILICONE 401SILICONECAULK41 NOT USED WOOD 42SM17TWkBNWMIRltx3FQLiIMSTEEL 43 8 x 2 LG. PFH WOOD SCREW STEEL. 44316SEX80LTSTEEL45IVES4548' SURFACE BOLT 46 - TCM with yield stye F min. = 4,674 STEEL 47 8 X 1-3 4 PPH SCR FOR ITEM 28 & 16 GLASS 48GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49GLAZING. 3 4 INSULATED TEMPERED GLASS 50 a BOTTOM RAIL (ISO• x .&W nfW-IRU WOD COMVM WOOD OOUPma 51 S 16 WM AKHMM 1ELCQ 1.75 /l LG. STEEL 52 S 16 UPCON AM)DRNC ELCO, IS YN M STEEL OB® i ASTRA AL RETAINER BOLT cm MATERIAL: C/R ROD ZINC n - YELLOW CHROMATE 3' in N O N DRILL TRU FOR A g8 PFH WOO DRILL TRU FOR SCREW 2PLCS 357' DUl ASTRAGAL RETAINER BOLTS WjNp. 1AIu1BER 11 WR68T STRIKE PLATE I I' ter- RETAINER BOLT co ON I L c Nch N O—• . 179" FOAM CELL CORE W NYL JACKET 1. 158" N O COMPRESSION WEATHERSTRIP BY 7HERMA—TRU FOAM CELL CORE W/VINYL JACKET in F.N'TRAL FL®RmA B.O•A-Fo 0 N1 MANUFAc-rMR NA: 1 767" MASTER FILE # 24 WINDJAMBFR II WR68T ASTRAGAL ( ALUMINUM 492' WALL T)P) o Ir N cooo C) co Of3otn O W o 3Q0 n u TEL wt win RW w w. 5- 2161 9 OF 1 uj C] 00 0.5 GLASS BITE0625 THICK DOW 795 O ODOto — I 0.5' CLASS BITE = COMPOUND SEE O" O nO SEE NOTE 1 v THIS SHT, N 1/8" TEMPERED TH t 8' TEMPEREDLli nUJ O LJ.I OGLASSCLASSOjo p p .p '1/4" AIR SPACE 4TEGLAZING 3/4' AIR SPACE_ p• p1/8' TEMPERED 1/8- TEMPERED GLASSGLASS g8 x 1 3/4- PPH J8 x 1 31ED GLAS1/4" STEEL INTERCEPT SPACER THICK DOW 795 3/4' STEEL IN^ o" CLASSIC TEMPERED G AZ G DETAIL SHOWN W/ z 0625- 1/2' INSULATED TEMPERED GLASS GLAZING COMPOUND iN% C ASSIC CRAFT" %MC LITE FRAME REQUIRED FOR DOOR PANEL) m n ZrDETAILSHOWNW/ omAssiccRAFrTCMLITEFRAMEm SIDELITES ONLY) UO V 0625' THICK DOW 795 N En 0.5' GLASS BITE GLAZING COMPOUND 0 Y 0.5' GLASS i 1/8- TEMPERED UZ a n i SEE NOTE 1 BITE '^ 1/8' TEMPERED GLASS rm THIS SHT. GLASS O Oc7 GD ° 1p O 0 1 /2' AIR SPACE c 3/4' AIR SPACEp •° Q O O O TEMPERED p • i Y GLASS S 1/8' TEMPERED SEE NOTE 3 THIS SHT. N g 8 x 1 3/4' PPH GLASS I /4" INSULATED TEMPER D ASS 3/4- STEEL INTERCEPT SPACER 1/2- STEEL INTERCEPT SPACER Gt A7ING DETAIL SHOWN W CLASS) CRAFT' INTEGRAL GLAZING W cTHICK795 SIDELITES ONLY) COMDOWPOUNDGLAZINGCOMPOUNDGLAZING 1' INSULATED TEMPERED GLASS C2 G1 AZ pETA1I SHOWN euaoaI PAN HEAD SCREWS RMA O 4Jfl B. C°N51)LTANrs. a 13.554.3831 1. THE 27.5' x 50.79' DOOR LITE 6 SECURED WITH (16) /8 % AND 4.5- PHILFROM ANDBOTTOMRAILAT3.0 13.75 AND 24.5' FROM THE LEFT SIDE. we 11 5 O1 SPACEDASFOLLOWS. TOP . THESIDESTILEANCHORSWERE LOCATED AT 3.0', 13.25'. 23.625' 33.875' AND 4a.t25' Yam`-`- v p", FROM THE BOTTOM OF THE LITE FRAME. N 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75' PHILLIPS PAN HEAD SCREWS AND BOTTOM RAIL AT 2.725' FROM EACH END. SIDE STILES T A jv 1 Y111 u o° RW SPACED AS FOLLOWS. TOP FROMTHETOPDOWNTOPDOWN AT 5.5'. 16.5'. 27.5' 38.375'. 49.375' AND 60.375". c ovrxw:5- 2161 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. t rKAT' Ars 7 a 9 j 1_'T 4.03' lidiLiL[i 1 OCr LATCH SIDE STILE RED CORE MATERIAL LVL OR LSL OAK CAP _u 1.077- { t 1 —1.54' CInFIITE TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE r— 1.4 7' --i Go Go CC BOTTOM RAIL OWOODCOMPOSITE g1.077' — { 1.54- —4 6 c ncl rtr al ".., CR1F ST1I F FINGER JOINTED PONDEROSA PINE r— 1.47- —1 rr. TOP RAIL OWOODCOMPOSITE 0 0 LI 0 0 Og 7- —1 O 4 x 4 iTFEL DOOR HINGE9 3g' RED OAK CAP I o O 1.46' rr HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA. RADIATA. PULA1. ELUOTnI. TAEDA OR SUGAR PINE. DOUGLAS OR WHITE FIR. CEDAR. INCENSE CEDAR OR REDWOOD. F 1 I. DIM. VARIES Illi VA 0 1I Kb . 1.'M' ar THREAD J scRcw, wlDa Dw ..o.+ TM IN! Till A 4.565' 47 0 2 35 WOOD FRAME tn 4.615' rn F 2.203' Ir! t 1 T 0 t9 OIRSWING BUMP FACE n ALUMINUM/WOOD THRESHOLD 050' WALL TYP. MASTEll t1: 7,zHIGH DAM THRESHOLD 39 O 0000 000 a o = r. o, ocr l`'o ao Lu00 a Ilt w e i t8`13 T. HTS. WC 813. G84.3tl31 a NW j%o jr o we . LN wc. in: RW N5- 2161 DRWMC - 0.: sum 8 a 5 Ifeml QFSCRIPTI 1 CLASUC GW I LXXW Wrl FIBERGLASS 2 3 CCWgi- 4 a It OK 1.46 , 1./ 5 NO7 USED 6 IPOLYUHETHANE FOAM (BASF. bs. DENSITY FOAM 7 SHORT RETCH COMPRESSION WEATF;fIP PEW-TRUlHERMA-TRU FOAM 8 LONG RECH COMPRESSION WEi1D0THERM-TRU FOAM 9 10 4 x 4 HINGE .097 THK. 10 x 3 4 I.G. PFH WOOD SCREW a to Frome STEEL STEEL 11 10 x 1 I.G. PFH WOOD SCREW STEEL 12 INOT 13 USED 8 x 2 1 2' LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK ONE PIECE BUMP FACE THRESHOLD 6 ERMA-TRU ALUM. WOOD 20 11 "R 4.565 x I.17 -TRU PONDEROSA PINE WooD 21 NOT USED 22 NINCf JAMB 4.565' x 1.17' -TRU PONDOi05A PINE W 23 24 25 KWIKSET TITAN 700 SERIES DEADBOLT ASTRAGAL WINDJAA/BER 11 WR68T .052 WALL GLAZING. 1 2 INSULATED TEMPERED GLASS ALUM. 6060-T6 GIBS 26 INOT USED 27 llV8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 MAS17C LIP UTE FRAt SMC. THOiM-TRU with ' Id stre F mm - 6.200 SMC 29 1 X40 t d.a= 23 STEEL 30 INOT USED 31 INOT USED 32 1118 THK. CELLULAR GLAZING TAPE ST1K-D TAPE 33 34 f x 0.04 M WIRE BRADS 3 8 COVE MOLDING STEEL WOOD 35 BLANK "R 4. -1RU. M: aaDROSA PINE 36 SVaa SOE SIIF -TRU 154 t .67 PONDEROSA PPIE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LAT01 JAI® 4.565 x I.1r fINW-W PDKXKM WOOD 39 HIGH WATER DAM THRESHOLD ALUM. 40 SILICONE CAULK SILICONE 41 NOT USED 42 SOE 9 TOP t MTN Rol TRIL 151 t 5 PpBiR051 W000 43 118 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 1 IVES 454 8" SURFACE BOLT STEEL 46 With ' eld stre h F min. = 4,674 si 7CM 47 8 X 1-3 4 PPH SCR FOR MWU 18 & 46 STEEL 48 GLAZING. 1 INSULATED TEMPERED CLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 CC LIDTU RAIL (1.50' x MJ' TW W-IRU WOOD COIfPM WOOD WYPOSIIE 51 52 3 I6 TAPWN ANCHOUG E 5- 1.75 IK LG) 3 16 WCON MDOW ELC0. 25 LAN LG STEEL STEEL T ASTRAGAI RETAINER BOLT N MATERIAL: C/R ROD ZINC "? do YELLOW CHROMATE 3" in N O N DRILL TRU FOR A 18 PFH WOO DRILL TRU FOR SCREW 2PLCS 357" DIA. ASTRAGAL RETAINER BOLTS VANDJAMBER If WR66T STRIKE PLATE I- T RETAINER BOLT 592" L I ,co NMP FOAM CELL CORE W NYL JACKET 1. 158' N 935F OCOMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET o% P, N coo in - coI Lu Ci-10„^1 v1OWO jrW a I 1. 767" MASTER FILE # WINDJAM13ER 11 WR68T 24 ASTRAGAL ( ALUMINUM 052" WALL7YP) r=RI 1 MANUFACTURER NAME 0. THERMA o TRU CLAS610 CRAFT- 0LSmm 0a sroa E AND MOLE INA I460UT S07f3f1ES 110"T ED FBEROLASS DOOR WITH WO00 MAME5 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR JAW-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TD THE STRUCTURE 3. PRODUCT ANCHORS SMALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO• 4. DESC -ED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS FOR NIAMI-DADE COUNTY. 6. MIAM -DADS APPROVED IMPACT RESISTANT SHUTTERS ARE REOUDTEO. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SM E OR DOUBLE CONFIGURATION. RE IOENTIAL INSUIa FlBERf.IjAS 5 ODOR common to 00 Crorne coro I.. Door A Sideqite Leof Construction, Fiber9fos3 akin 0.127' minimum thicknm. SMC lemin. '6,000 psi f Fberglass skin 0.070' minimum thickness. SMC with yield strength I (min.j-6,f700 psi Polyurelhone ((ian core. nithl.9 16s. density by BASF. Irl don is constructed. from a 0.127' thk. sheet terioro,* is Tied with 1.9 bs. daa0y BISF ooN eDgr foam the pond tam sheet One gkrtd to the wand stim and -q L The k ord higr doles on lYL ar LA. the btdr stie .hides 1.r1p2p6'; s 4.09 bUtIddnreinfonosnvnLThehpoMDotmrnroTaredawooda(fuded moteid hthedoubledoorepp6cationUu :nel^r door 6 Ftbd Z m ntfuoea ourni. adropd of 606D-T6 dby. fe, The frorrw is eaainreled lrom Eiger jointed sides125tliciTheI- '-is jawed to the sae jlrrih+ . Aln (3 f5 FFN Sams d --h The thr-Wd s ranee to the ssde ppI -(2) a s iS I'FN Srnn d dde. ilr melons ore eenued tagetTc in a sideiie Totin q 1I5 s I bbnnp FFN Mbod so- J6) sous I cosh uwaon. TIw unit lore an hnV SadAr tlrele4d aamu ny 5.75 s 1.548. SUti L4 Ufe - f1,1 are s t1.ti56' wide x 58.093 secured 161 /6 1.5 Lang Tek Sawws. Ito barnea are ceded with aicorw cmdig (Dow 795) to saeW pond vd to the ykm SSIC Lip Lite with yrtl drwgM Fj(rr,Mk6200 psi d: ?W UP Lbw with yietlrnglhFrtm)=2145 psi - 61 axe n 9a5 wde s 0m Isoh ssa+ad w/(16) / 8 s 1.75' Fin HW Screws The In. ore ceded with s7iear awAxg (Dow 795) to "it- Pawl Ord to the 9loa. htegrd Aish faced - The side@e sash face pmeb ore nwkkd to receive the irmloW Glom is ofladned W fhe sideRe form sheep .0 shore g4¢ig mrpoud (Dow 795). TABLE OF CONTENTS SHEET ! I DESCRIPTION 35.75' MA)(. PANEL WIDTH exit Ci '- xu14.869 W = D. LO. d M1DTH a o e o O m n c NLnSINGLE INS1TTNG llMT r 74. 5 x T1 v OVERALL FRAME WIDTH -1 nn s E3 O xW1 f669' D.L. O. WIDTH 0i S o 1NALTiVEcc LEW SHEET 3Gjx o4: 869' o D.L. O. WIDTH b N x 0 1 OS. S' MAX. OVERALL FRAME WIDTH 36.625' MAX PANEL 15. 5' MAX. FRAME WIDTH W 13. 9375" MAX. SIDELTTE WIDTH nn\ 7. 125' MAX. D.L.O. V WIDTH LIP UTE 7 0 7.0 MAX. D.LO. WIDTH INTEGRAL Llil 11:869' 11:869 00 D.L. O. O.L.O. WIDTH WmT// H Y/ 7 n INAC SEE DETAIL A' SHEET 3 Dfri1Rl F W/BIDET [TES INSWING UNIT ALL VIEWED ELEVATIONSr-68.5' MAX. OVERALL FRAME FROMTHE INTERIORDESIGNPRESSURE RATING (WHERE WATER INFILTRATION REOVOUEKT 15 NEEDED) UNIT TYPE WITH OUT SURFACE BOLTS h WINDPMBER 0 ASTRAGAL MIDI SURFACE BOLTS k WINDNLB£ R 9 ASTRAGAL SINGLE 67. 0 PST - 67.0 PSF DOUBLE 1 47.0 PST - 47.0 PSF 65.0 PST - 6S0 PST SINGLE a DOUBLE WITH 9DELRES 470 PSF - 47.0 PST 65.0 PST - 65.0 PST x d i 1 &69' o It D. LO. j WIDTH Ch0 8 cp 15.5- MAX FRAME WIDTH 13.938' M0. SIDELITE WIDTH 7.125' MAX. D.L.O. WIDTH LIP LITE 7.0' MAX O.L.O. LOTH INTERGRAL LTI o Z YY J6D°' a TurCL uc 813.fi84. 3831 oaC 1118 swc NTS owc or. WLN oar n. RW awrsruC w: 5-2164 saw 1 a 8 _ f 1p 20 v 3 N z 2aryle O. .O.o Iu 7 0000 8 0 6 8 to 28 = Ea7E6lQB d d INTERIOR 1- WN. ruii0 a GLASS THX- O 29 H a 1.66" MIN. b" PANEL TNK ••• ° 0 14 O.' 2t•.•,- 50 f3 Z Y O 00 OS 1.68- MIN. 000 c PANEL TWX o O O SEE cuzrNG DETAILS SHEET 8) 2.141'—{ 6>)1' I T n a INSWING SIDMO 31 BOTTOM BOOT 0.09' EXTRUDED VINYL WALL LLJ Nco 0CL (n O200ZZQO sLalN i73 O LL 3 00 coo a N n 813. 684.3931 L. 11 8 01 NTS c. er WLN L ar: RW u. wG ro: S- 2164 m 2 or 8 E2TERIO 13 a. . INTERI R x4flielz v 1.15- MIN. EMB. r25- MAX. SHIM 15" MIN. C-SINK Z Y FXIEBI!?B 12 1 49 a 0 O°O % 0 o O % NY Z F y EXTERIO — a 0. R° z INTERIO 10 3SEENOTETHEET 1 & 2 THIS SHEET i1 DETAIL OPTIONAL ADDITION OF SURFACE BOLT O ° 0 INTERIOR I — 4 36 12 Z^ 48 ZY 6 J 28 1p EE NOTE -zO 3 9 SHT.4 3 SEE NOTE , CA `D a 34 9 SHT.4 in161734INIRRoll2RO55SECTION Q,ol O MULLION 7 1 twc 1 8 O1 I. THE NOTES URFACE BOLTS ARE AN OPTION ON THE ACTNE DOOR TO ACHIEVE A jj ( n;\ :- Tj 3 HORIZONTAL R I N HIGH PRESSURE RATING. t• tt' S i JU S 1 ` " ° °`° ° WLN 3 O SIDELITE TO BUCK 2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM ;". 1 ::•l'-+ na m RW THE SIDELITE CROSS SECTION OF THE ACTNE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE. T,j I, •`1"J ° „ „ THE STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD L -.:^ ; j. 1.j;J fu S_2164 WITH U2k i8 r 2.5' PFH WS. ' .. u3. THE S F CE BOLTS WERE ATTACHED TO THE ACTIVE PANEL WITH (4) 10-24 SEX BOLTS. _ _ I 1.15 MIN. EMBED. 15 MIN. C-SINK 25' MAX. r I F- SHIM SPACE ma. Yb128 a 1 18 4 LATCH JAMB TO BUCK. NOTES: 1. THE SIDELITE 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 IS 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 92.25 & 94.25 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 WITH 2) IS x 2.5 PFH WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE .IAMB WITH (12) IS It 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" & 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 /8 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 3/4 SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE I10 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" FROM EACH END A MAX. OF 12- O.C. SEE NOTE 1 SHT.4 SEE NOTE 5 SHT. 4 OvOo 9 \ 00 O o 000 z= rm F 34 w a 34 a SHT. 5 SEE NOTE 1.15' MIN. EMBED. 15' MIN. { C-SINK 2 4 HINGE JAMB TO BUCK. 4 NOTE 6 RI Yz CRz ro z a 3 H RI T 4 9 STRIKE JAMB TO SIDEL416 25" MAX. SHIM SPACE 1 N O 00 O cn o IA CC Q = O V -] Li I O Lj 3Q00v W 00 a 2 3Lmtn 16 0z 37 t`m r m Is 7 SM. 4 Up cnZpz SEE NOTE v-v 2I . n E73.554-Wi smg NTS FLOOD o®oA.Io . r'. ovmc. RW S-2164 Oc s¢c1 4 ar ! 1 .. 1 9. SEE DETAIL 'r F== - - - -6B 6" fSEE 6._ 3- 36' 6I_ II_I13TYP13SEE NOTE DETAIL SEE DETAIL 3 SHT. 5 _ "E" M. 11- 11 q - 13 13 TYP. SEE DETAILTYP. 1 1 A• 56' 5 i— 5 A TYP. • 3" 363. 6' 6jt6 3 SEEDETAIL T1Y111R1 F DOOR W/SIDELIIFS A CENTRAL FLORMA NAW t4 r` J vi m SEE 1 DETAIL D' u J iYP SEE DETAIL TYP. 13 h TYP. I Aiu 1 1 mT i i — 6" 6" —i m DRILL THROUGH FOR A 1.357" SDLT DEEP ENOUGH FOR A 2" NGL DOOR BOLT THROW c NOTE i USE REM /13 A IS x 2 112" PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES TO THE JAMB OR ASTRAGAL EXCEPT IN THE MULLED yy rxn TION WITH THE SIDUM USE ITEM /I3 A IS x Et3.6E4.36S1 37 11 T 0 2" PFH WOOD SCREW. O O SURFACE BOLT ATTACH THE STRIKE enc 11 B 01 10 STRIKE PLATE PLATE / 2 THEOTHRESHOLD C" zpC R N. T.S. WLN QETAIL f PFH WOW WOW SCREWS W.RW ASTRACAL STRIKE PLATE -" aux o xm 10 h OPTS TRIKTg SURFACE THROW BOLTS S-2164 DETAIL -E" TRAIL - G' BOIi E PLATE AT THE THRESHOLD ym of tfi SEE DETAIL SEE NOTE 3 SHT. 5 n Ln SEE DETAIL V 6 37 6. 6' f, 3' --1 — I -H -rT t 3- 6 G? jjl tj I 6.Z r— 6- MMVE!E167SEE DETAIL 'K" SEE DETA C' TY SEE DETAIL "F- 6' 6' 6 3' 6 3- TYP. TYP. SEE DETAIL SEE DETAIL E- Typ. SEE DETAIL 3- RI 3. ' L 3- 6' 6 6" SEE DETAIL 'H" ATTACH THE STRIKE OLD0SURFACEBOLTPLATETOTHETHRESHOLD STRIKE PLATE YL'U' 2 112' SCREWSBJAL OPTIONAL SURFACE DETAIL 'K' LT STRIKEE PLATE RBOLTRIK &PPONAL. SU PLATEMANUFACTURERNAME-, LT STRIKE ACk t6 cc 07 c:) Ln Lu 3 co M n vi CO :E Lu 'D 0- 0 JZ jN ZO z r- a-4 ai 3 1 u4S6's-2-- N L 1), 0, 1 613.654-WI L-nL8zo—1 mm N.T.S. Z--wWLN IL W. RW c .0- S-2164 m 5 or ILL 09'r I L 0 4 . 4 STEEL DOOR FntIGE W' RED Dox CAP o 1.46 cc HINGE SIDE m Oj CORE MATERA, - LVL OR LSLALTERNATEGOREMATERIo4LPONDEROSA PAw,k PuLAj. ELUOTrIt TAMA OR SUGAR FIR. CEDAP- JNCENSE 9L OR%= " E 40- RED 4.09' OAK CAP D CC LATCH am c1w CORE MATERIAL LVL OR La DRILL THROUGH FOR THROUGH FOR A-.357' OM AMAGAL A 18 PFH WOW RETAIMER BOLTS SCREW 2 PLO iF— I.Orr ---I -- T MCER jMM PONDEROSA PINE SUREACE BOLT -ML-21LO= ATTACH TO DOOR USING 110 - 1 1/4' F.H. SHEET METAL SCREWS PROVIDED T RETAINER 5 a "Mmon-fLow ASTRAGAL fALUWMUM -Q5ZLff&L-= 2z 1164, @ DM?UDM SmC 4.565- T- L Z @@@&WOOD FtvrFE 579• r 75' MENDER 5.75- SEIF-A&FUSTING SUBSTRATE AIIWKN /VIrM THRESHOLD DITENDM 6063-T5 ALuiL oW WK WALL SUEISTRATE. KILN DRIED SFQUCE. POLE CEDAR OR POFIM vum TNREsHDLD-. .01110' &M WALL 0 1DNC arm OLMSo "mjff%mm Qobff2a M' n),W CELL CORE W/VIMYL JACKET 14 THSWM DOOR BOTTOM SWEEP VPM OW- MAX WALL. 055' um- WALL ASTRAGAL RIMAMIER BOLT jAruaAL: C/R ROD ZINC YELLOW CHROMATE za75- CENTRAJ SURFACE BOLT STRIKE (.1251-2= ATTACH TO SILL USING 110 - 1 1/4- F. H. SKEET METALS PROVIDED WON BOLT.MANUFA 9 813. W4-Wl om I I /B/0 I TIMM, A teml D RIP I N ri 1 FIBERGLASS 1 I S= WOOD CC x4.13/L BL= rMW-TRU. LVL Og LSL & OAKI 4 5 I -x .4 IV[ 6 X 1 PHIUPS PAN HEAD SCREW OR IMAM STEEL FOAM6PlXnQUMNEFOAMBASF. I.9um DLNSRY 7 ISHM REACH O0MPREMN WEATHERSTRIP -TRU FOAM FOAM8LONGREACHCOMPRESSIONWFATHDb"TIi)P -TRU STEEL 9 4 x 4 HINGE .097 THK. THERMA-TRU STEEL 10 10 x 3 4 . PFH WOOD SCREW to Frame 11 1 10 x 1 LG. PFH WOOD SCREW STEEL STEEL 12 IS x 2" LG. PFH WOOD SCREW STEEL 13 8 x 2 1 2 LG. PFH WOOD SCREW 14 NOT USED WOOD 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 WOOD191ONEPIECEBUMPFACETHRESHOLDTHERMA-TRU WOOD 20 1LFADER 4.656 x 1211 -TRU PONDEROSA PATE 21 NOT USED 22 1 NWX JAMB 4.656' x 1211 -TRU PONDEROSA PINE 23 lKWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER It WR68T .052 WALL GLASS25GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27I NOT USED IS x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 Y0LDEU OPEN LITE FRAME EXTRUDED SMC wa the ' F min =6 2l>D SMC 29 x 1 4. ITEM 28 STEEL 30 NOT USED VINYL 31 INSWING SIDEL.TTE BOTTOM BOOT 32 1 8 THK. CELLULAR GLAZING TAPE STIK-9 TAPE STEEL 33 1 X .04 DIA WIRE BRADS WOOD 34 3 8 QUARTER ROUND MOLDING WOOD5BLANK .LAMB 4.656 x 1.211 TFIERMA-TRU, PON()ER135/1 PINE 6 STDEU E SIDE STILE ERMA-TRU 1.531 x .656 PONDEROSA PINE 37 10 x 1 374LG. PFH WOOD SCREW STEEL 38 NOT USED 39 NOT USED SIUCONE 40 SILICONE CAULK 41 42 INOT USED SOEIRE TOP & 80TIVU RAQ -TRU ISJI x .ti56 POIJOEETTtQSA PPIE WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8' SURFACE BOLT TEE 46 1 NOT USED STEEL 47 INOT USED GLASS481GLAZING. 1 INSULATED TEMPERED G1A55 GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS 1. 0 ERMA-TRU WOOD COMPOSITEZfIE-EGO1 C19fE O 51 BOTTOM RAIL x .94 16 7APCON ANCHORING ELCO. 1.75 MIN. LG. 52 16 TAPCON ANCHORING ELCO, 2.5 MIN. LG. STEEL STEEL 53 54 10-24 SEX BOLT PLASTIC LIP LITE FRAME PVC with a Yield sire th F min =2 145 siI PVC 453' GLASS Y Z SITE Ln 1/8' TEMPERED O FXT RIOR En GLASS co 1/4- AIR a NO OD p; .. OO.. Q SPACE 2 ZO Q.. o.d o Q inOppQ ::' 1/8' DECORATIVE LU oo .. :O • : 0 CLASS OO 001/4" AIR O3 INTE6lQ6 STEEL SPACE 34- Z Y 6 INTERCEPT TEMPERED 9 Q co Wcod GLASSGLASSZ 1' INSULATED TEMPERED GLASS toa GI AZING DETAIL SHOWN W CLASSIC FRAME jZ CRAFT' SMC LRE REQUIRED FOR DOOR PANELS) 453 GLASS Z Y QI BITE 2 o? o in n 30u i EXTE1/8' ANNEALED GLASS o Q.. 25 fo. AIR.°. Q ... SPACE& vi a p:: p INTERIOR 0. 5" GLASS BITE OOO eEZY 1/ 2" STEEL INTERCEPT SPACER 3/ 4'" INSULATED TEMPERED GLASS GLAZING DETAIL SHOWN W A SIDELITES ONLY) Q 5 1/ 8' ANNEALED GLASS 25" STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHE 4 5" INSULATED GLASS WL PVC LITE FRAME GLAZING DETAIL SIDELITES ONLY) 0625- THICK DOW 795 GLAZING COMPOUND c 1/ 8- TEMPERED GLASS i 1/ 2" AIR SPACE euanwc 1/ 8" TEMPERED runs. ox: e y.sea t GLASS lFLO A B• O' l 1f o. c. fir. WL anc Sr RW ACTMf1V` : w++w Z164 MASTER FILE # teml RIP i N material 1 6 FfBERGIASS A (KK 1.46'x 1.4rORBAS . 1.91bs. DENSITI FOAM OYPRMM WEATHERSTRIP THERW-TRU FOAM NPRFS40N WEATNViSTRP THETBM-TRU FOAM NGE .097 THK. ERMA-TRU STEEL 10I i 10 x 3 4' I.G. PfH WAD SCREW to Fnxne 51LLL 11I i 10 x 1 I.G. PFH WOOD SCREW STEEL 12 INOT USED 13 2 LC. 8 x 2 1 PFH WOOD SCREW STE 14 INOT USED 15 INOT USED 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KWIKSET TTTAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD -TRU ALUM. 0O0 20 mom 4-%5 x Fir - ONDEROSAP WOOD 21 NOT USED 22 1 Ma JAYS 4-%5' x 1.1 W. POFmFROSL WOOD 23 KWIKSET TITAN 700 SERIES DEADSOLT 4 ASTRAGAL WINDJAMBER II WR69T .052 WALL ALUM. 6060—T6 25 GLAZING. 1 2 INSULATED TEMPERED GLASS GLASS 26 NOT USED 27 8 x 1 LG. PANHEAD SHEET PETAL SCREW STEEL 28 LLC LP ULE F (SG 6 - TRU 2W PSI' SMC 2g AW x 1 K%m ON 4B= VqILEA ?a STEEL 30 NOT USED 31 NOT USED 32 118 THK. CELLULAR GLAZING TAPE STIK-O TAPE)- 33 1 x 0.04 DR WIRE BRADS STEEL 34 3 8 COVE MOLDING D 35 Z 4565 x 1. t -TRU. PONOER051 PYLEWOOD 36 STARE SIDE STILE g2gyLIW 134 x .6 WOOD 37 10 x 1 3 4 I.G. PFH WOOD SCREW STEEL 38 ILOQI JW 45 x 1.1 fawn tbA FW WOOD 39 HIGH WATER am THRESHOLD MAZU- 40 SILICONE CAULK SILICONE 41 NOT USED 42 ISM TW t OW At MON4AM 1 x 0 iQLE11aS1 WOOD 43 JS x 2 LG. PFH WOOD SCREW STEEL 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL PLASTIC LIP LITE FRAUE (TCU - mih ' sU F miry _ 4.674 TCM 47 8 X 1-3 4 PPH FOR lI 18 h 46 STEEL 48 GLAZING. 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 CC LiOTTOY WE (I50' x mj' UlFM-IRU "m COIEQM 51 16 OViT111 AMirat/IC f1CQ I.75 W1. U: SIEEL 52 S 16 UPCON ANC![W+C ELM 15 WL LEI STEEL ASTRAGAL RETAINER BOLT N MATERIAL- C/R ROD ZINC do YELLOW CHROMATE 3' A, in O N DRILL TRU FOR A p8 PFH WOOD._ OO DRILL TRU FOR SCREW 2PLCS k.357' DUL ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE RETAINER BOLT co , N— rn xo J_ N LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 1.155" Nwa O COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET I In CEn&U noRMA B.O.A.F- 0N i MANUFACTURER NAME MASTER • WINDJAMBER_ L+J n 0 co app 0 co n I U otn vTLuQLU JEOjO 00 EL z IR toof inkIle. m: WUN Fr RW W. w S- 2161 9 OF 13 I TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z21857D Address 1 VENETIAN BAY Address 2 LOT 80 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TPI 1 Design Loads Roof: 37 PSF Floor: - Wind: 120 MPH ASCE 7-98 oao©a' Building Supply a11tJMLEYcompany ORLANDO TRUSS DIVISION DBA SMYTH LUMBER CO. 2722 APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX:407- 99-9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Seal Dat 3-Mar-04 Truss Eng eer:: 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, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 33 Plus Standard Details Truss ID: - R-1 CA R-2 CJ3-- R-3 cis - - R-4-- R-5 R-6 ,. ,• R7 R$.. , r R-10 R-11 R-12 — -- - - - - -- 14 R-15 R-16(2PLY) 1 R-17 R-18 R-19 - - - - - R-20 _ -- R22 , - R-23 R-24`,•'' V3 V4 - V5 V6 V7 H1 EJ7 I Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023. Board of Professional Engineers a SAJDbr04%40e2AZ21837D1. 14. star•tara alar•taraa tar.n 11 N ORffi1®111f ON Mir 1 1 1n 1 1n I 1 11 IRMO=1 I 1N Ali®1 I Ii Z 1 1 11 1lliiiii= 1 11®i1110MI:„e liiii 25t®®i,. lii i Fi`I I®III C 1 oilill M, J o i L Ma t WELi:.:rlr YA The Tnas Engineer s seal when eppled ooarm the pla mem of the truss tr u 1 relates to fhe Inas deslgro spedfc for thh stnJdLae. The tnr h b ba ed upon the review of plans. draxkgs and spedhcalions provided by the bL dYsl esl pmressbnaL The buldtrg deslon profs:bnal has final appTovd of the teas hamino andfor tnus placanerd plan. a deslIo n of Ne temporuy end permanerd bretirg the dlapNegm system, shear wads and stnrctwefelemerds to resLst IaterN beds hom wiM endlor se8mrc adtnty b the respons@ ty of the t,M desgn professbnal Addibnal aggro by the huldhg design professbnal shal a buf rol ba 6nled to, design l ks g hmgths, proses, pll9les and dcj J j V WCIh Torrey w/ I.r m rmS D.fx. r n1 ruxK 1 yr R+ I le .Y. P,OOF TF.U55 DIVISION 2722 `SOUTH APOPKA DLVP AFOPKA,FL- 32703 107) Zqq - 15ZZ FAX (407) 2qq - g153 Engvleennq Gertrflcate of Aut)lorldahon * cIZ1,5 NOTES : - D rr M ca ff` 4!rttrcurr to vat. rrLrn n..raea euu r n Tzt A re" m~ .s.rht Few w M.A .ro re". law r99DIL wrt—EN.1lim"M orT'a'® M.Le M T, ---'-- CD -- DY' MTMIA C"~. 3) TMF ,CM TMT .rt art tr &TUM lf U&.T 4/ Mfft EWDIt I) E1.0 (rr.rt[5 LT u11110 R 107 " fort aw Irr"(W rnv rr ev uo RI TIN Uvrza D1 'ut m n1M (tv . DETAIt,S: D Fuu ro re+rFL.....pronrA In rWluq 115TY mlt uo ro,nv/ . el.arl few To en to -ID w..* he rff . an DrAf.b rmrm Z) " mhYS rhino Tomes urg v.u.ev FV_.i 4hT K (orLmy cca" Rr8 in v*&zy TFL" KAc"s rearaca' 3) LLL v L.r1 10 rX ct_T ,L w oY NLm I) "TmT Loo dim(ram -uo TWU Itt"1 OR THOU 110- HMUS21-2 OR THOM r6- HGUS2W OR THDH2W 4- SUUR210 OR SKH210LJR D- HGUS49 OR THOHI3 b. THA422 OR MSH/22 D. THAC422 OR 16H4221F iY. HUG410 OR HDr 1011' m. THAN OR HJG25 Mdn/U - IeIUZI/U - K-1J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. i nla vnu rncrAncu rnvn wnru, c" I-- µ.vnva lu 120 MPH WIND, 14.31 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. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 9-4-0 3X8(B5R) 1-4.0 2 X 4 III 3X6(A1) 1.4.0 I 20-0-0 _1— 20-0-0 .I11-6-0 28-6-0 40-0-0 Over 2 Supports al R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:8 FL 1 R Scale=.1875" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BR AC IXG. REFER T?HIB•9l (XANDIIXG INS TALL IN6 AN.,,. RACING), PUBLISHED BY TPI (TRUSS PIA TE INSTITUTE. SBJ D'ONOFRIO OR.. SUI TC 200, MAD ISON. I SJ719). FOR SAFETY PRACIICES R TOR TO PERFORMIMG THESE FU MCi1OM S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYS PRO ERLY AT TAC NCO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTAN T•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR MY DEVIATION FROM THIS DESIGN: ANY FAILURE TO tlFl ••• f4'+ j N0.4Z704 •' 1: _* 7C7C T C T C BC L L D L DL 2 D. 7. 0 1D. D D P S F P S F PSF R E F R 3 5 2-' 8 1 2 1 1 DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. ROOPTRUSSDIVISION DRW SLTUSR352 03042295 SLT- ENG WMR 2722SommAPOPKABLVD. APOPKA. FL 32703 FAX 407.299.9253 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B407- 299-152RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISXFD BY TXE AMER IC AN FOREST AN0 PAPER ASSOCIATION( AHD TPI. ALPINE CONNECTORS ARE MADE OF AGA ASTM A65J GRAD GALY STEEL. EXCEPT AS NOTED. APPLYCONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t STATE OF/ 1y A n..... F.11• SpR`` BC TOT. LL LD. 0. 0 37. 0 PSF PSF SEON 13306 D U R F A C . 1 . 25 FROM C• S F PROFESSIONALENGINEERING DRAWINGSIGOA- 2. THESEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUII A81L 11 AND USC OF THIS Y / 4 SPACING 24. 0 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION" Az. Feb 11 '03 LZIODILl L4105/U - K-Z) IM1Z' UMU FMtrAKtU rKUrl W.VflrUItK INYUI LLVAUJ a UI ITCIIJ1VN37 auDrILIICU DI IAV— rr TOP CHORD 2x4 SP #2 120 MPH WIND, 14.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 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. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS 1,/360 LIVE AND L/240 TOTAL LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 2 X 4 III 5X6= 5X6= 9-4-0 3X8(B5R) 1-4-0 h VAlL— vnv— •• ••• 2 X 4 III 3X6(A1) 1-4.0 ty 2.0 0 I 19-0-0 _1_ _1_ 19-0-0 fE 11-6-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 R - Scale=.1875" Ft. YARNING•• TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSi1TUTC. SB] D'ONOFRIO DR.. SUITE 200. MADISON. YI $3719). FOR SAFETY PRACTICE. PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT•• FURxISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE CN6INCCRED PRODUCTS. INC. SNAIL HOT BE RESDO4 1BLE FOR AT DEVIATION FROM THIS DESIGN; ANY FAILURE TOBERESE w 3 rp % .c l N0.42%O4 I C T C BC L L D L DL 20.0 7. 10.0 0 P S F P S F PSF R E F R 3 5 2-- 8 1 2 1 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 2/ 1 1/ 0 3 DR4J SLTUSR352 03042296 SLT-ENG /4JMR 2722 SOUTH APOPKA BLVD. APOPwA, FL 32703 407.299.1 522 FAx 407.2999159 BUILD THE TRUSSES IN CO NF YIIH TPI: OR FABRICATING, NA MpLING. SH IFP IRG. INSTALLING AND BRA OF TRUSSES. THIS DESIGN CONFORMS WITAPPLICABL[ PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAR FOREST AND PA ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GRAD GALY. STECI. EiCCPT AS NOTED. APPIT CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERA ti STATE OF ; w. P 7Ry ..R O•' BC TOT. LL LD. 0.0 37.0 PSF PSF SEON - 27039 D U R F A C . 1 . 2 5 F R 0 M S FPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION 09218 RAVINGS 160 A, I.TH'SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EWGINEERING RESPONSIBILITY SOLELY , FOR I IRMSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USC OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/T I 1-1995 SECTION 2 Feb 11 '03 SPACING 24.0" LL1215/U - LLlt3ti/U - K-.1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBM111EU BY TRUSS MFK. TOP CHORD 2x4 SIT #2 120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SIT #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXIT B. WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. A) 2X4 SIT #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. y 5X8= 5•X6= 3X6% 2.5X4 5X6% ) 6 5 X 6 SX12= 2.5X4 = 5X6 = 2-8-0 2.95 2.5X4 III 2X4111 + 9-4-0 2X4111 7X8= 2X4111 2X4 Ili - 3X1O(F1) = 2X4 III 3X6(A1) 1.4-0 ty 1-4.0 ty F 11-6-0 17-0-0 _1_ 6-0-0 _I_ 28-6-0 17-0-0 I 10 40-0-0 Over 2 Supports R=1561 U=483 W=8' R=1561 U=483 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REOUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. T C L L 20.0 P S FBRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN STITUTC. $63 D'ONOFRIO DR., SUITE 200. MADISDN- WI "'T. T. FOR SAFETY PRACTICES FR TOR TO R CRF ORMING THE SC FUNCf IONS. UNLESS OTMCIt INDICATED. TOP CNORD SHALL HAVE R O ER IY AiTAC HED IFI •'-'•. Y %'LL JG Tl. D L 7.0 P S F R E F R 3 5 2-- 8 1 2 1 3 DATE 0 2 1 1 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. N01TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING DRW SLTUSR352 03042297ROOFTRUSSDMSIONIMPORTANT •' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RES ONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO j IV0.42704 : BC DL 10.0 PSF 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND E t STATE OF ft BC LL 0.0 PSF SLT-ENG WMRAPOPKA. FL. 32703 407-299.1 522 BRAC111G OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A%, Q :f S E 0 N 27041CONNCCTORSAREMADEOF20GAAS1ITA653GRAOGALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO R11O • TOT. L D . 37.0 P S FFAX407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DUR. FAC. 1.25 FROM SFDRAWINGS160A,Z. IHC SEAL ON THIS DRAWING INDIE A7C3 ACCEPTANCE OF PROFESSIONAL EI1611EERING PROFESSIONAL ENGINFERING RCSPONSIB ILIIY SOLELY FOR THE TRUSS COM ONCNi DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF ALMIOR¢ATION#9218 COMPONENTFOR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 11 '03 SEZ. SPACING 24.0" L410J/U - K-4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18' DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND, 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, 40CATED 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) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. 5X8= 2X4 III 5X6= 3X60 5X6 5 X 64 6 r (A) ( A —T 6 7X10= 3X6= 3X6(A1) 5X6= 2-8-0 2.95 B3 2X4111 9-4-0 5X6 3X8 (B5R) 2X4 III 3X12= 14-2-0 OPTIONAL INTERIOR BEARING 1-4-0 1ry h 5-0-0 10-0-0 5-0-0 11-6-0 28-6-0 40-0-0 Over 2 or 3 Supports ' I R=1561 U=486 W=8" R-2272 U-614 W-4" R=1561 U=485 W=8' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a 0TY:2 FL 1 R - Scale-.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING ANDri M T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 1 4aRACIXG. REFER TO NIB-91 (HANDLING INSTALLING AI10 BRACING). PUBLISHED BY T/I (TRUSS PLATE I NSTI TUIE. 58] D'ONOFRIO OR .. SUITE 100. HADISOR, YI 53/19). FOR SAFETY PRACTICES PRIOR 10tlFl(• PERFORMING THESE FURCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD $HALL HAYC PROPERLY ATTACHED „'/.•. L T C D L 7.0 P S F DATE 2 1 1 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYC A PROPERLY ATTACHED RIGID CEILING. (C; RooFTRU5SDM5fON " IMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL INE ENGINEERED o.42704 GG BC DL 10.0 PSF DRW SLTUSR352 03042274IMPORTANT" IS. INC. SHALT NOT BE RC SPONSIBIC FOR ANY OEYIATION FROH THIS DESIGN; ANY FAILURE TO S 2722 SOUTH APOPKA BLvD. BUILD THE TR USSCS IN CONFORMANCE WITH TP1: OR FABRICAi ING. HAXDL ING. SHIP ING. INSTALLING AND + BC LL 0.0 PSF SLT ENG 4JMR APOPKA. FL 32703 BRACING OF TRUSSES. THIS DE51ON CONFORMS WIT APPLICABLE ROYI$IONS OF NOS (NATIORAL DESIGN + STATE OF 407 299-1 522 SPECIF IC AIION PUBLISHED NY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE % ^% P !LEICONNECTORSAREMADEOF20GAASTMA653GRADGALT. STEEL. EXCEPT AS HOICD. APPLY CONNECTORS f0 V O RfjO •. V T 0 T. L D. 37.0 P S F S E O N - 40502 FAx: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER p PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IQNA D U R . F A C . 1.25 FROM R H RESPONSIBILITY SOLEL Y,FOR THE TRUSS COMPONE TIT DESIGN SHOWN. THE SUI TAB IIITY AND USC OF THIS 4. CERTIFIGTECFAUTHORIZA71`1014#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 SPACING 24.0" JREF - 1S07352_Z09ANSI/TPI 1-1995 SECTION 2. LC107/U - LZIOD/U - K-9 I HI1. UNU PKt PAK tU PKUM LUMPUItK IOFUI (LUAU) & UIMtKJIUKJ) ]UUMIIILU DT IKUJ-N MTK. TOP CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X8= 2X4111 2.5X4= 120 MPH WIND, 12.57_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. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20' DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4III 5X8= 9-4-0 3X10(F1) 9 1-4-0 h V A l U- U A U- L n n 2X4 91 3X6(A1) 1-4.0 ty I le 3-0-0 4-0-0 3-0-0 11-6-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. R,qy T C L L 2 0.0 P S F R E F R 3 5 2-- 8 1 2 1 5BRACING. REFER TO M18-91 (HANDLING 21NSTALIJNG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBO D'ONOFRIO DR., III TC 200, HA SON, v1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THE SC FUNCTIONS. UNlC55 OTHERWISI INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ZIFI •••. f %`• f T C D L 7.0 P S F DATE 0 2 1 1 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SMALL A PROPERLY G •• HAYE ATTACHED RIGID CEILING. IMPORTANT--. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSF DR4J SLTUSR352 03042298ROOPTRUSSD1ViS10NRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH T I: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP LICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7 STATE OF BC LL 0.0 PSF SLT-ENG WMR 407-2931 522 SP(CIFICAlION UBLISHED BY THE AMERICAN FOREST AND PAPERASSOCIATION) AND TPI.ALPINE FAx 407-299 9153 CONNECTORS ARE MADE OF 20GA ASTM A653 6R40 GALY. STEEL, EXCE T AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DC SIGN. POSITION CONNECTORS PER•"•"' y O R10.• S NAIE T 0 T L D . 37.0 P S F S E 0 N 26905 D U R F A C 1.25 FROM SF DRAWINGS160A•2 THE SEAL ON IHIS DRAWING IND ICAiES ACCEPTANCE OF PROFESSIONAL ENGINEER ING PROFESSIONAL ENGINEERING RESPONSIBILITY SOICIY FOR THE TRUSS COMPONENT DESIGN SHOMN, THE SUITABILITY AND USE OF THIS CERTiFIGTE OF AUTHORIZATION 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb it '03 ANSI/ TPI 1.1995 SECTION 2. SPACING 24.0" 14103/1.) - LLIOJVU - K-O TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W9 2x4 SP #2: 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 HI6-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE TO DEAD LOAD AT X = 19-9-0. 3X10(F1) va 1-4.0 h 120 MPH WIND, 12.07 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 0.29" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1OX10 (R) III 3X8= 5X68 6X6= 5X6= I-- JAU= 3X6(A1) 1-4-0 h I 11-0-0 _ 18-0-0_ I_ 11-0-0 11-6-0 28-6-0 j 40-0-0 Over 2 Supports ') R=1561 U=490 W=8" R=1561 U=490 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Desi Q n Criteria': TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. WARNING'• TRUSSES REOUIRE CITREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 HIB-91 (HANDLING INSTALLING ANO BRACINGI, PUBLISHED BY If (TRUSS PLATE M T C L L 2 0.0 P S F R E F R 3 5 2-- 8 1 2 1 6 HSTITUTE. SB7 D'O NOFRIO DR .. SUITE 100. MAD ISO R, WI S7719I. FOR SAFETY PR ACT ICPRIOR TOIN PERFORMING THESE FUNCTIONS. UNlCSS OTHCRYISE INDICATED. TOP CHORD SHALL HAY[ PROPERLY ATTACHCD%• STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN f0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED R ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NApE OF 20GA ASTM A657 GRAD GALV. STEEL. EECEDi AS NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PE0. ZIFI fG 1 NO.4Z7O4 STATE OF 1•i P/V ti O RI•,.' fV'`• 1,A C T C D L BC DL BC LL T 0 T. L D. 7.0 10.0 0.0 37.0 P S F PSF PSF P S F DATE 0 2 1 1 0 3 S MYTH LUMBER CO. ROOF TRUSS DmsioN 2722 SOLfTH APOPKA BLI/D. APOPKA. FL 32703 407-2931 522 FAX: 407-299.9153 DRW SLTUSR352 03042299 SLT-ENG /WMR S E 0 N - 27059 DUR . FAC . 1.25 FROM SFPROFESSIONALENGINEERING CERTIFIUATE OF AUTHORIZATION 89218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPOIIS IB ILITY SOLELY.FOR THE TRUSS COMPONENT DESIGN SHOWN. THC SUIIAB IL I TY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOIRG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. l 4PPPP____ Feb 11 '0 3 SPACING 24. 0 cciuSiU - cL12f51U - Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2. T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :W11 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND, 11.57 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 0.39" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD. CALCULATED VERTICAL DEFLECTION IS 0.95" DUE TO LIVE LOAD AND 0.78" DUE TO DEAD LOAD AT X='19-9-0. 5X10= 3 X 4 =— 2.5X4 = 5 X 6 =— 3X10= 5X10= 9-4-0 3X10(F1) 1-4-0 y LAY HI DAD= JAV= 3X6(A1) 1.4-0 rr l 9-0-0 _t_ 22-0-0 _I_ 9-0-0 1 f 11-6-0 T 14-7-12 r 13-10-4 1 fE 40-0-0 Over 2 Supports I R=1561 U=493 W=8" R=1561 U=493 W=8" PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL - 1 R - Scale =.1875" Ft. WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND GRACING REFER 10 HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB7 D-0110FR10 OR., SUITE 200. MADISON. WI 57719). FOR SAFETY PRACTICES PRIOR TO ERF DIT 'NG THESE FUNCTIONS. 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, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO IPI'•, fgno. r• f Np 4Z 04yi 7C: * _* T C L L Tl. D L BC DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 8 1 2 1 7 S MYTH LUMBER CO. ROOF TRUSS DIVESIOP7 DATE D 2 / 1 1 / 0 3 DRW SLTUSR352 03042300 2722 SOIFTH APOPKA BLVD. APOPKA, FL 32703 407.299.1 522 FAIL: 407-299.9153 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 COECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T/I. ALPINE CONNECTORS ARC MADE OF 20GA ASTM A657 GRAD GALV STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UIILESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t STATE OF : , AAl •• L1'..OA1.•A qV BC L L TOT. LD. 0.0 37.0 P S F PSF S L T - E N G WM R SEON 27035 D U R . F A C . 1.25 FROM SFPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #921B DRAWINGS I60 " i. THE SEAL ON THIS DRAWING INDIEA T IS ACCEPTANCE OF PROFESSIONAL ENGINEERING RCS O NSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB ILIIY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS17TP1 1.1995 SECTION 2. 4PC/ /1 4 Feb 11 03 SPACING 24.0" LL1OJ/U - LL1O0/1) - K-O TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 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, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X6III 5X4= 8X8= 5X4= 6X6= ipm bqmh,i I I 4 2. 5X4 III 7X6= 5X4= 5X4 (R) III 7X6- 2.5X4 III 4X6 (A1) 1-4-0 22-4-0 J 4X6(A1) _ 1.4.0 ty I 7-0-0 I 26-0-0 _I_ 7-0-0 _I LE 40-0-0 Over 3 Supports - _ I R=1365 U=414 W=8' R=3898 U=1098 W=8" R=904 U=284 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. WARNING- TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND 1A M. I C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 1 8BRACIRG. REFER, TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NSTITUIC, 5BJ D'ONOFRIG DR.. SUITE 100. MA ISO N, YI SJIl9). FOR SAFETY PR ACiICES A ION TO tlFl('•••. ER FORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 3 r'. T C D L 7. 0 P S F DATE 0 2 1 1 0 3 S MYTH LUMBER CO. STRUCTURAL PAUELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G ROOF TRUSS DIvESION ';, IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42704 BC DL 10.0 PSF DRW SLTUSR352 03042301 PR ODUCT I. INC. SHALL 101 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * = 1 t 72722SOUTHAPOPKABLVD. BUILD THE TRUSSES IR CONFOR MA TICE WITH TPis OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7f Bl. LL 0.0 PSF SLT-ENG WMR APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 'Q, 1 STATE OF 407 29g) 522 SPECIFICATION PUBIISHEIT BY THE AHER ICAN fORCST AMD PAPER ASSOCIATION) AND TPI. ALPINE FAx 407-2999153 CONNECTORS AAE MADE OF 106A AST- A65J GRAD GALY STEEL. EXCEPT AI NOTED. APPLY CONNECTORS TO fVVV/ QRl V TOT. LD. 37.0 PSF SEON - 26938 EACH FACE OF TRUSS, AND UHLESS OTHERWISE LOCATED ON THIS DESIGN. OSITION CONNECTORS PER :,/~A••••••••( r• PROFESSIONAL ENGINEERING DRAWINGS 110 A-1. THC IEAL ON THIS ,NAMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PYY DUR. FAC. 1.25 , FROM SF RECSIONSIDIL IiY SOLCLTI FOR TN C TR9S5 COMIONE HT DESIGN SHOYM. THE ;UI TAB ILITY AMO USC OF THIS CEFMFICATE OF AUTHORI7ATTON#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. ER F P b 11 'U J SPACING S E E ABOVE] ANTI/TPI 1.1995 SECTION 1 LLIDDVU - K-lU TOP CHORD 2x4 SP #2 J3 2x6 SP #2: BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC i RIJ vRv rMCrAMCu rAvri wnrul L: Tlnrvi Lwow a u11-1-1 41 Juan,,, 120 MPH WIND, 12.57 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6 (R) III 2X4III 2X4III 6X8= 5X6 % T3 5 X 6 6 1— 6 ISX10= 2-I8-0 t +9-4-0 3X6= 6X10= 2YA III 63 2YA m 3X6 (A1) = 2X4 III 5X8= 3X6(A1) 1.4-0 26-0-6 ,J 1 I_ 13-0-0 — -0143-0-0 12- 7-0 6-10-0 T 20-7-0 40- 0-0 Over 3 Supports R= 1107 U=378 W=8" R=1308 U=336 W=3.5" R=707 U=283 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE jAmfgja OTY:1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M• A TIC L L 20.0 P S F R E F R 3 5 2-- 8 1 2 1 9 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE % INSTITUIC. SB3 D'ONOFRIO DR.. SUITE 200. MA"ISON, YI SO719). FOR SAFETY PRACTICES PRIOR TO ZIFI " PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE RO ERLY AITACHEfI : ... T C D L 7.0 P S F DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION •'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 BC DL 10.0 PSF DRW SLTUSR352 03042275 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO * f 2 2722 SOUIIR APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND f APOPKA, FL 32703 BRACIN6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN \ STATE OF •4• BC LL 0.0 PSF SLT-ENG /WMR 407 299-1 522 SPECIFICATION PUBLISHED BY INE AM ER ICAN FOREST ANO AP ER ASSOC IA to N) AND TP1. ALPINE S•k p.f• CONNECTORSARE "ADC Of 20GA ASI" A6S7 GRAD GALY. STEEL. EXCEII AS NOTED. A PLY CONNECTORS 10 VVV •y O R% .• T 0 T . L D . 3 7 . 0 P S F S E 0 N - 40459 FAx: 407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON IN IS DESIGN. POSITION CONNECTORS PER ~'•••• c PROFESSIONAL ENGINEERING DRAWINGS 160 A-E IHC SEAL ON THIS DRAWING INDICAIES ACCEPTANCE OF PROFESSIONAL INGINIE0.IRG SPoNAf`E° D U R . F A C . 1 .2 5 F R 0 M J F RESPONSIBILITY SOLELY FOR THE IR USS COMPONENT DE SI GX SHOWN. THE SUITABILITY AND USE OF THIS CEFrnFIUTEOFAUTTIORIIATION# 9218 COMPONENT TIFORANSCCIIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 11 ,u SPACING 24.0" JREF 1507352_Z09 721857D - R-111 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :62 2x6 SP SS: B3 2x4 SP SS Dense: WEBS 2x4 SP #3 :W4 2x4 SP #2: 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 REOUIREMENTS. 3X6 (A1) 120 MPH WIND, 12.07 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4 = 5X6= 3X8= 5X6= JAY= LA•F III C.A'F III LAY III 2X4 III 3X6= 1.4-0 25-9-12 J PL1l L= 3X6(A1) 1-4-0 h 1-0-0 8-0-0 11-0-0 19-5-0 20-7-0 40-0-0 Over 3 Supports J R=796 U=292 W=8" R=2147 U=593 W=3.5" R=179 U=180 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. WARNING•• TRUSSES REOUINC EITRCME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. p T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 2 0BRACING. RCFCR TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED YY TPI (TRUSS PLATE iI I xSTi TUTC. SB7 D'ONOFRIO OR.. SUI7C 200. MAD ISON, WI 57719). FOR SAF EiY PR ACTICCS PRIOR TO ZIFI ''• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IRDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED : ( 'y,•.` T C D L 7.0 P S F DATE 0 2 / 1 1 / D 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jJ0 wq j ROOF TRUSS DIVISION •• IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j ND.42704 • r. BC DL 10.0 PSF DRW SLTUSR352 03042276 PRODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY BEVIA TI ON FROM THIS DESIGN; ANY FAILURE TO 1 j 71 t 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: ON FABRICATING. HANDLIRG. SMIfPING. INSTALLING AND B C L L 0.0 P S F S L T - E N G / WM R APOPKA-FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH A PLICABLE PROVISIONS OF 1105 (NATIORAL DESIGN STATE OFSPECIFICATIOX UBLI SHCO DY THC ANCR ICAN FOREST AND APCR ASSOCIATION) AND TP 1. ALPINIt •. ao7-zss1522 t OR1 Q' CONNECTORS AR( MAOC OF 20GA ASTM A657 GRAD GALV. STEEL. ETCEPT AS NOTED. APPLY CONNECTORS TO T 0 T. L D. 37.0 P S F S E 0 N - 40461 FAX: 407-2949153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER p"'•••.••'• PROFESSIONAL ENGINEERING ORAWINGS IGO A-2. THE `SEAL ON THIS DRAWING INDICATES ACCEf IAHCE OF PROFESSIONAL CRGINCCRI NG S NA E DUR . FAC . 1.25 FROM SF It SfO NSIBILITY SOLELY. FOR THC TRESS COME ONEIII DESIGN SHOWN- THE SUITABILITY AND USE OF THIS CETTTIFIC:ATEOFAUTHORI2ATION#921© COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 SPACING 24.0" JREF 1S07352_ZO9ANS17TP11.1995 SECTION 2. LZIOD III - K-IZ) IKIZ) UNU FKtPAKtU rKUM LUMPUILK IINHUI (LUAU) & UIMtNJIUNJ) ZIUOMIIILV OT IKUJJ MrK. TOP CHORD 2x4 SP #2 J2, T3 2x6 SP #2: 120 MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND B3 2x4 SP #1 Dense: BCDL=5.0 PSF. WEBS 2x4 SP #3 :W4 2x4 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4 IF- 6X6 3X8= 7X6= ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 X 4 III 6X6= 9-4-0 3X6(A1) L. JAY — GAY III L A'E III 3X4= AO= 3X6 (Al) 1=4 of 25-9-12 ' 1 1_ 9-0-0 _I_ 22-0-0 J _ 9-0-0 _1 40-0-0 Over 3 Supports ' 1 R=924 U=324 W=8' R=1807 U=502 W=3.5- R=391 U=185 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 REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSIITV T E. 5B7 D'ONOFR I0 DR., SUITE 200. MADI$DN, WI 53719). FOR SAFETY PRACTICES PRIOR TO IERFORMING THESE FUNCTIORS. UNLESS OTHERWISE INDICATED. TopCHORD SHAH HAVE PROPERLY ATTACHED RI TIFI ••' C`/,i 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-- 8 1 2 2 1 DATE D 2 / 1 1 / D 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A IROPENLY ATTACHED RIGID CEILING. G tC % DRW SLTUSR352 03042277ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR AL INE ENGINEERED F Nu.42%04 B/C DL 10.0 PSF PRODUCTS, INC. SHALL NOT 8E RESPONSI BLC FOR ANY OEVIA110N FROM THIS DESIGN; ANY FAILURE TO S 2722SOUTHAPOPKABLVD. DV ILO THC TRUSSES IN CONFORMANCE PITH TPI; OR FABRICATING. HANDLING. SHIPPING.INSTALLING AND P1 STATE BC LL 0.0 PSF SLT ENG WMRAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN OF Q` JA%.A S E 0 N 4 0 3 8 4 407-299.1 522 S EC IF ICATION IUBLISH CO BY TNC AHER ICAH FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF AGA AST. A157 GRAD GALV STCCL. EXCEPT AS NOTED. APPLY CONNECTORS TO VVV .• 0 R,O V T 0 T. L D. 37.0 P S FFAx: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, OSMON CONNECTORS PER p'• •• '"•• DUR.FAC. 1.25 FROM SFPROFESSIONALENGINEERING ORAWINGS 1G0 A,E. THE SEAL ON THIS DRAPING INDICATES ACCE TANCE OF PROFESSIONAL ENGINEERING R ES ONSIBILITY SOLELY FOR THE TRUSS COMIONCNT DESIGN SHOWN. THE SUITABILITY ANO USC OF THIS CERTIFICATE OF AUTHORIZATION A9218 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERi;TI FOR ANSECTI Feb 11 'O.iICOMPONONCULAR'BUILDING SPACING 24.D" JREF 1S07352_Z09 L4103/U - K-19 1— .,... nr . — r—cc uco TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W7 2x8 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4 (A1) = L1.4.2. 120 MPH WIND, 13.36 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 0..;.=7,..Ol -5-0j I 16-2-0 ' ram 18-8 0 5-1-0 _112-7-0 21-3-0 Over 2 Supports R=879 U=326 W=8" R=860 U=363 W=4" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:5 FL 1 R Scale 3125" Ft. NARNING'• T0.USSE5 REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBO D'ONOFRIO OR., SUITE 200. HADISON, MI 53119). FOR SAFETY PRACTICES PRIOR TO f ERFORHING TNC SC FUNCTIONS. UNLESS OTN ER NISE INN ICATCD. TOP CNORp SHALL HAYC PROP ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PR OPERIY ATTACHED RIGID CEILING. IMPOR T AN I'• FURNISH A COPY OF IRIS OE SIGN To IHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPON 518LE FOR ANY DCYIAlION FROM THIS DESIGN; ANY FAILURE TO tlFI '•, F( A % 1 j No.42704 = 7f 71 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-- 8 1 2 2 2 DATE 0 2 1 1 0 3 SM YTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03042278 SLT- ENG WMR 2722SouTNAPOPKABLVD. APOPKA, FL 32703 407. 299-1522 FAX: 407.299-91 53 BUILD THE TRUSSES IN CONFORMANCE NI TH TPI. OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE /ROYI-IONS OF NO(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) ANp TPI. ALPIXE CONNECTORS ARE MADE OF TOGA AITM A650 GRAD GALY. STEEL. ETCE 1 AS NOTED. APPLY CONNECTORS TO EACH FACE OF TN USS. AND UNLESS OTHERWISE LOCATED ON THIS OCSIGN. POSITION CONNECTORS PE0. J s•' S OF 4OR•.•' v SYOIVA, BC TOT. LL LD. 0. 0 37.0 PSF PSF SEON 23872 OUR FAC. 1.25 FROM SLC PROFESSIONAL ENGINEERING DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIIIEERING RCS OMS191LITY SOLELY.FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB IL i TY ARD USE OF THIS SPACING 24.0" JREF 1S07352_Z-09 CERTIFIC;ATEOFAUTN0RRATT0N#9210 COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1.1995 SECTION Z. Feb 11 '03 Le ItfS/U - K -IJQ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 B2 2x4 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4 (Al) _ Li•4•2 1I11J UNU FKtFAKCU rKUPI L.UnruitK InrUi LLUAU3 6 UIMLN3LUM3) 3UDMI I IEV DT 1nu33 1-1- 120 MPH WIND, 11.56 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X8= 2X4 III 3X8= 2X4= 2-2-3 11 0-0 III 9-4-0 O;vo 19-0-0 _1_ 12-3-0 _I 12- 7-0 8-8-0 21- 3-0 Over 2 Supports 31 R= 854 U=291 W=8' R=800 U=264 W=4' PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD), FL BLDG CODE a 0TY:1 FL 1 R Scale 3125" Ft. WARNING' TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSIALLIIIG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSf ITUTC. SB3 D'ONOFR I. IT, SUITE 200, MADI SO N. W1 53719). FOR SAFETY PN ACT IC ES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERYTSC INDICATED. TOP CHORD SHALL MAYC 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 NOi BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IR CONFORMANCE WITH TPI: OR FABRICATING. HANOLIN6. SHIP ING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE R OVIS 10 NS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI AIPIRE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL V. STEEL. El CPT AS NOTED. APPLY CGHHECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M. tlFl• it, % Jf No.42704 71 S•` t "' i STATE OF Q` Pf O.•• v T C T C BC B C 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-- 8 1 2 2 3 SMYTH LUMBER CO. ROOFTEtussDlvlsiom 2722 SOUTH APOPKA BLvo. APOPKA. FL 32703 407. 299.1 522 FAX: 407.2999153 DATE D 2/ 1 1/ D 3 DRW SLTUSR352 03042279 S L T - E N G / WM R SEON 26972 D U R F AC . 1.25 FROM A F PROFESSIONALENGINEERINGDRAWINGS 160 " . THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPORSIBILITY SOLELY FOR THE TRUSS COM ONEMT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS p/RB ` VM PACING 24.D" JREF 1S07352_Z09 CERTIFICATE OF AUTTIORZAT10N#9210 ENS; ONE TIF0IT ANSECTION PARTICULAN BUILDING IS THE RCS ONSI BILITY OF THE BUILDING DESIGNER. PER Feb 11 _ cc1O7YU - K-10141-LT TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT CHORD 2x6 SP #2 :B2 2x4 SP #2: WEBS 2x4 SP #3 :W5 2x4 SP #2: SPECIAL LOADS LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 7.00 TC From 113 PLF at 7.00 to 113 PLF at 12.58 TC From 54 PLF at 12.58 to 54 PLF at 20.67 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 12.58 BC From 20 PLF at 12.58 to 20 PLF at 20.67 BC 446 LB Conc. Load at 7.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. I nX-N VNU rncrNnEU rnum LUiI UILM lnrul LLVnUJ 0 U1rICI.J I V1101 0u 11111cV u . 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12' o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 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. 6X8= T2 3X4= 3X6m 2X4III T 1-2-3 12t_0-0 9-4-0 2X4 (Al) "'-... Li-4-off 1_ 7-0-0 _1_ 13-8-0 B12-7-0 8-1-0 20-8-0 Over 2 Supports RMRMI R=1407 U=603 W=8" R=1112 U=615 W=4' PLT TYP. Hi h Stren th 1Jave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. WARNING TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. CT L L 2 0.0 P S F R E F R 3 5 2-- 8 1 2 2 4 INSTITUTE. 5B) O'OMOF 0.10 DR .. SUITE 100. MAD110N. VI 53119). FOR SAFETY PRACTICES PRIOR TO P CRF ORMING THESE FUME TIONS. UNLESS OTH PTYISE INDICATED. TOP CHORD SHALL MAYC /ROPE RLY ATTACHED VVY/; ,itIFI" Aj T C D L 7. 0 P S F D A T E 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03042280ROOFTRUSS IVI$ION IHPOR iANi•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.42704 : BC DL 10.0 PSF PRODUCTS. INC. SHALT NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN AN FAILURE TO i S L T - E N G / WM R2722SOUTHAPOPKABLVD. BUILD THE TRU STET IH CONF00.HANCC XITH TPI: OR FABRICATING. HANOIING. SHIPPING. ITIS TALLIHG AND IBC L L 0.0 P S FAPOPKA. FL 32703 407 299 1 BRACING OF TRUSSES. THI$ DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE RCA TION PUILISNEO BY THC AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE t:, 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GRA0 GALY. STEEL. EXCEPT AS NOiCD. APPLY CONNECTORS TO 1'.. O R,O V TOT. L D . 37.0 P S f S E O N 26974 FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n%'`......"•' D U R F A C 1.2 5 FROM C- L CDRAWINGS16DA-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERINGPROFESSIONAL RESPONSIBILITY SOLELY.FOR THC TRUS5 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING SEE neovE JREF 1S07352_Z09 CERTIFICATE OF AUTHORr7ATTON#92113 COMPONNENTL FOR ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 AN' /P1 LLltfS/U - K-1/) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= IKIS UX6 PRLPARLU tROM COMPUILH INPUT (LOADS & U1M M IUN5) SUHMIIItU BY IKUSS MPK. 120 MPH WIND, 10.48 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD 5X4o 5 X 4 6 F- 6 8-0-0 2X4 (A1) = 5X4= 2X4 (A1) L1-4-?j 11.4.0j L 10-0-0 _I_ 10-0-0 1 20-0-0 Over Continuous Support R=82 PLF U=28 PLF W=20-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale 3125" Ft. YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. RCFER TD NIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (IKUSS PLATE I NSfI1UfE. 5B7 D'ONOFRIO DR., SU I1E 200. MA N. YI 5J I19), FOR SAFETY PRACTICES PRIOR TO PE ORMING THESE FUNCTIONS. UNIE SS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHID M. Rw_ A " rjrj t IF1 (•'• • 7.•: 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-- 8 1 2 2 5 DATE D 2 / 1 1 / D 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352' 03042281ROOFTRUSSDIVE3IONPIMPORTANT•• FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1. 7R S L T - E N G / 4lM R BUILD THE TRUSSES IN CONFORMANCE WITH IP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS DESIGN i t B C L L 0.0 P S FAPOPKA. FL 32703 407 299-1 922 NATIONAL SPECIFICATION PUBLISHED IT THE AM[R ICAN FOREST AND PAPER ASSOCIATION) AND T/1. ALPINE Q1 STATE OF ryy 1 ( A CONNECTORS ARE .ADC OF 20GA ASTM AG57 GRAD GAIV. STEEL. CICCPf AS NOTED. APPLY CONNECTORS i0 V Rt1Q i TOT L D. 37.0 P S F S E 0 N 23938FAX:407-299 91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F A C 1.25 FROM A FPROFESSIONALENGINEERING DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEENING SPoNa RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOYN. 7HE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRATON 09218 COMPONENT FORANY ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 U ANSI1 SE PAPARTIC SPACING 24.0" JREF 1507352_Z09 LL1t$JIU - K-1tfJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= i illy UNU rnCYNnCU rnun Luriruicm inrui LLVAV0 0 V11-1—IVn01 120 MPH WIND, 10.48 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. 2X4S 2X4o 6 I— -- 1 6 123 8-0-0 rYAe 2X4(A1) 2X4(A1) 8 L-1-40 100 10-0-0 I 10-0-0 _I 20-0-0 Over 2 Supports 31- '1 R=823 U=286 W=8' R=800 U=265 W=8" LT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R - Scale=.3125" Ft. WARNING'TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDell T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 2 6BRACINGREFERTOHIB•91 (HANDLING INSTALLING AND BRACING). PUBII SHCO BY TPI (TRUSS PLATE I NSiI TU TE. 517 D'ONOFRID D0.., SUITE 200. NADISOY, YI 57119). FOR SAFETY PR ACfICCS PRIOR TO Z1FI ''• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAiCD. i0P CHORD 5NALl HATE PROPERLY ATTACHED J(J, T C D L 7.0 P S F DATE 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ( Nc 42%O4 ' ROOFTRusSDIviSEON ' IMPORTANT• C FURNISH A COPY OF THIS DESIGN IO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y= i1 BC DL 10.0 PSF DRW SLTUSR352 03042282 PRODUCTS. INC. SHALL NOT BE RESPDXSIB LE FOR ANY DEIIATION FROM THIS DESIGN: ANY FAILURE 10 272250vTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHI PING, INSTALLING AND STATE OF t BC LL 0.0 PSF SLT-ENG /WMR APOPKA. FL 32703 BRACING OF TRUSSES. IN" DESIGN CONFORMS WITH APPLICABLI PROVISIONS OF NOS (NAIIOIIAL OE51GN A 407.299 1 522 COHxEC10RSIAREPMADESOFD206ATASTNNAG57AGRAORGALV NS1[CLCRCICEPTIASINOTEO' ID iAPPIYACOMNECTORS TO <.,O FI Or•TOT . L D. 37.0 P S F S E O N 27675 FAX: 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R ` PROFESSIONAL ENGINEERING DRAWINGS 160 Al . THE SEAL ON THIS DRAWING INDICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING r D U R . F A C . 1.25 FROM A F RE SPONSIIIL614 SOLELY"FOR THE TRUSS COMPONENT DESIGN SHOPN. THC SUI T AOIL ITV AN0 USE OF THIS CERTIFICATE OF AUTHORIZAT10N s9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 '03 SPACING 24.0" JREF - 1507352_09ANSI/TPI 1-1995 SECTION 2. L610nlU - 11-1y I111b UNU PHtPAKtU tMUM LUMPUItK INPUI (LUAU) 5 UIMLKbIUINN) JUbM11ItU UT IMUZ.J Mr K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4=— 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 8-0-0 2X4(A1) 2X4(A1) im 1- 4 1. 10-0-0 _I_ 10-0-0 _I 20-0-0 Over 2 Supports R=825 U=289 W=8' R=736 U=207 W=8' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:4 FL 1 R Scale 3125" Ft. YARM ING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M A T C L L 2 0. 0 P S F R E f R 3 5 2-- 8 1 2 2 7 RACG. REFER 10 H1,1-91 (HANDLING INSTALLING AMO BRACINGI. IUBLISMED BY I% (TRUSS PLATE I XSTI iUiE. 50) D'OIIOFR IO DR.. SUITE 200. MADISO N, YI 53119). fOR SAFETY q ACTICEI PRIOR TO SOFUNCTIONS. UNLESS 0 ERWISE INDICATED. TO CHORD SHALL HAVE PROPERLY ATTACHED PE1' A7y_ tlFl •'••`•,-/ rve? TC DL 7.0 PSF DATE D2/11/03 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.ROOF y,••( DRW SLTUSR352 03042283 TRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL INE ENGINEERED 0,42%04 BC DL 10.0 PSF PRODUCTS, INC. SHALL NOT BE RESPOOS IB LE FOR ANY DEVIATION FROX THIS DESIGN; ANY FAILURE TO 1 i 1 7SSLT-ENG WMR 2722SOUTHAPOPKAEiLw. BUILD THE TgUSSCS IN CONF0 MARCE PITH TPI: 0R FABRICATING. HANDLING. SNIPPING. INSTAILING AND BRACING OF TRUSSES THIS DC SI GN CONFORMS WITH APIL (CABLE PROW NO 7f Bl. LL D.0 PSF APOPKA, FL 32703 OF (NATIONAL DESIGN SPECIFICATION PUDLISHED BY INE AMERICAN FOq EST AND PAPER ASSOCIATION) AND TPI. ALPINE•.. Q STATE OF S E 0 N 27662 0407.299iJ1253 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAO GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO V O R110 T 0 T . L D . 37.0 P S F FAXEACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1 5 F R 0 M A F PROFESSIONALENGINEERINGDRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t SAIAL {. RCSPONSIBILITYSOLELYFORTHETRUSSCOMONENIOESI6NSHOWN. THC SUITABILITY ANO USE OF THIS 2 CERTIFICATE OF AUTHORIZATION#9218 C10151ONE BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F0995NFeb 11 U IIISECTRTICULARSPACING 24.0" JREF 1507352_Z09 LL1?Jn/U - K-LU) IHI} UNG PHLVAK U CHUM LUMPUItH INPUI (LUAU) S UIMtNJIUNJ) JUBMIIItU CT IKUbb MtK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 5X4= 0-5-3 P 120 MPH WIND, 10.89 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-8-1 T- 8-0-0 2X4 (Al) lL 9-10-0 _I_ 9-2-8 _1 19-0-8 Over 2 Supports R=716 U=213 W=6' R=694 U-209 PLT TYP. Wave TP1-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:6 FL 1 - R - Scale =.375" Ft. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O'ONOFR 10 OR., SUITE 200. NAD150N. WI 13719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUMCT1011S. UNLESS OTHERWISE INDICAIED. TOP CHORD SHALL HAY[ PROPERLY Ai1ACHED M. Qt IF1 (;4 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-- 8 1 2 2 8 DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. SiR UC TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tJG DRW SLTUSR352 03042284fi00FTRU55DIVISIONIMPORTANT;.FURNISH A COPY OF THIS DESIGN TO THC INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 BC OL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RCSPORSIB LC FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 71{ S L T - E N G / WM R 2722 SOI/TN APOPKA BLvO. BUILD THE TRUSSES IY CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND OF TRUSSES. TN15 WITH PROVISIONS t STATE OF tQ B C L L 0.0 P S FAPOPKA. FL 32703 BRACING DESIGR CONFORMS A PLICABLE OF NOS (NATIONAL DESIGN EC 'CACOLPINEiAPPLYPIACONNCCTORStiOR1C?:fR(A:IL SEQN 36080407-2991$22 FAX 407.29991 53 INEC70RSIAREPNADCSOF020GATASTMMA650AIC GRAOFITRGALESTVANSTEEIERCICEPTIASIN0TE0. TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A~•••••'Jy, TOT LD. 37.0 PSF DUR. fAC. 1.25 FROM AFDRAWINGS160AE. THE -SEAL ON THIS ORAVING INDICATES ACCEPTANCE OF PROFESSIOUAL ENGINEERING ONAL PROFFS$IONAL ENGINEERING CERTIFICATE OF AUTHORIZATION#9218 R CSPON.1 1 L ITY SOLELY. FOR THE TRUSS COMPDIIE NT DESIGN SHOP N. THC SUITABILITY AND USE OF THIS COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER TPI 1FOR ANSECTION U Feb 11 '03 SPACING 24.0" JREF 1S07352_1-09 L611JD/U - Kee I Rla UMU FKtrAMtU rMUr1 LUPIrUItM INrUI LLVAUa a UIMtRaI Vila) 3UDrIII ICU DI IRv33 I-1- TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4- 6( Tu Jul Jul---10 1 8-3 al- 0 2X4 (Al) I< 10-7-0 Over Continuous Support R=108 PLF U=26 PLF W=10-7-0 Note: All Plates Are I42X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. WARNING'• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). UBLISHED BY T I (TRUSS PLATE INSTITUTE. HES D UNCTRioION DR., IUI TC 100. MADISON, WI 57719). fOR SAFCfY PRACTICES R TOR TO P CRFOR MI N6 THIS[ FUNCTION S. UNLESS OTHCRYISC INOIC ATCD. TOP CHORD SHALL HAYC PROPERLY ATTACH CD M. TIFIf / Y - T C T C L L D L 30.0 15.0 P S F P S F R E F R 3 5 2-- 8 1 2 2 9 DATE 2 / 1 1 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 DRW SLTUSR352 03042285ROOFTRUSSDIVISION IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED E NO. 42io4 BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RCS PONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1= _ 77t S L T - E N G WM R2722SOIITilAPOPKABLvD. BUILD THE TRUSSES IR CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND TRUSSES. iNIS Q` B C L L 0 0 P S FAPOPMA,FL 32703 BRACING OF DES16N CONFORMS PITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T I. ALPINE STATE OF SEON 18575407-299.1 $22 CONNECTORS ARE OF 20GA ASiN A657 GRAD GALY, STEEL. EXCE I AS NOTED. APPLY CONNECTORS TO k TOT.LD. 55.0 PSF FAIL: 4Q7.2999153 FACEEACHFACE OF TRUSS. AND UNLESS OTH ERNISE LOCATED ON INIS DESIGN, POSITION CONN CC TORS PCRUS D U R F A C 1.33 FROM A FGRAY160A•2. THE SEAL ON THIS DRAWING INDICATES ACCCPTARCE OF PROFESSIONAL ENGINEER 11G YNpL PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR iHC TRUSS COM ONENT OESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTLORIIATON 09216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 1 1 SPACING 24.0" JREF 1S07352_ZO9ANSI/TPI 1-1995 SECTION 2. kL4103Yu - n-c ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 M1, M2 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TIC From 81 PLF at -1.46 to 81 PLF at 11.71 BC From 20 PLF at 0.00 to 20 PLF at 10.17 5X4= I nla UNU VKLVAMtU rNUn L.unrUILK IKrUI LLVAUJ a UI ntn3IUnZI) 3VOMIIICU DT m ull nrn. 120 MPH WIND, 16.11 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. L<1.5.O>+E1-7-011 0-11 1-5-0Y L 5-1-0 _I_ 5-1-0 _1 10-2-0 Over 2 Supports R=702 U=376 W=4' R=565 U=278 W=4' Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. NARKING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TIT (TRUSS PLATE INSTITUTE. 5B7 D'ONOFRIO DR.. SUITE 200. MADI50N. YI 57119). FOR SAFETY PRACTICES PRIOR f0 PERFORMING THESE FUNCTIOMS. UNLESS OTHERWISE IROICAIED. TOP CHORD SHALL MAY[ PROP[RLY AIIAC HED 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 BC RESPONSIBLE FOR ANY OCYIATION FRON TXIS OES IGN: AIIY FAILURE TO BUILD THE TRUSSES IN CO NFOR NA NC[ WITH T I: OR FABRICATING. HANDLING. SHIP IMG. INIT ALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE RO VISIONS OF NDS (NATIONAL DESIGN SPECIE ICAIION PUBLISHED BY THE ANCR ICAN FOREST AN0 PAPER ASSOCIATION) AND T I. ALPINE CONNECTORS ARE MADE OF 20GA ASiM A657 GR40 GALY. STEEL. EXCEPT AS NOTED. A PLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER tIFIC4" 0 No. 42704 t i.STATE OF r k P ( I iL% O A%O ' 1p"•' T C T C BC BC T 0 T. L L D L DL LL L D. 20.0 7.0 10.0 0.0 37. 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 8 1 2 3 0 S MYTH LUMBER CO. RooFTRussDrv[sloN 2722 SouT'H APOPKA BLvD. APOPKA. FL 32703 407-299.1 522 FAX: 407-2-9991 53 DATE D 2 / 1 1 / D 3 DRW SLTUSR352 03042286 SLT-ENG WMR S E 0 N 23916 DUR.FAC. 1.25 FROM AFPROFESSIONALENGINEERING CETTIIFICJITE OF AUTHORIZATION u921E7 DRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R CSPONSIBILI TY SOLCL Y-FOR THE IR(iSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ICIMSI/T 1T1 F O995NSCCTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OC SIGNER. PER flPoNatEPP__ Feb 11 '03 SPACING SEE ABOVE JREF 1507352_Z09 441OJZU - K-L4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 3-2-7 4X8= 2.5X4 = In I UMU rnCrA,ICU rnVin l_VmrUICm Itlrui ELVAU3 0 UfnC113IUn J) UUru, CCU U, 1—j , 120 MPH WIND, 16.11 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<1.4-8YE1 -7-0->J 0.11 1.4.8>J i_ 5 1 8 _l_ 5-1-8 _1 10-3-0 Over 2 Supports R=504 U=342 W=3.5" R=421 U=273 W=3.5" 3-2-7 0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:3 FL 1 R - Scale =.375" Ft. YARNING•• iR USSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. 114STALLING AND BRACING. REFER IS HIB,91 (HANDLING INAND BRACING). PUBLISHED BY T I (TRUSS PLATE I NSIITUT TC. SBJ O'OHOFR IO OR .. SUIT[ 200. NADISON, WI SJ719). FOR IAF[TY PR ACTICCS PRIOR TO PE RF ORMIN6 THE SC FUNCTIONS. UNL[SS O7HCRWISC IXDIC ATED. TOP CHORD SNAIL HAVE PROPER IY ATTACHED K R'AA7-- Vp TIFI'•. T C T C L L D L 20.0 7. D P S F P S F R E F R 3 5 2-- 8 1 2 3 1 DATE D 2/ 1 1/ D 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CNORO SHALL HAV[ A PRATTACHED RIGID CEILING. fG`Sf_ : DRW SLTUSR352 03042287ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THII DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 BC DL 10.0 PSF 2722 Sou TN APOPKA BLVD. PRODUCTS. INC. SMALL NOT BE RESIONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO THE TRUSSES WITH TP1: i 1 S L T - E N G WM RBUILDINCONFORMANCEORFABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFOR NS NITH APPLIC AY LE PROVISIONS OF NDS DESIGN 7 j B C L L 0.0 P S FAPOPKA. FL- 32703 407-299•t 522 NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE q STATE OF ti i@ FAX: 407.2999153 CONNECTORS ARE MADE OF 206A ASTM A65J GRAD 6ALY. STEEL. EICC T AS NOTED. APPLY CONNECTORS TO EACH FACE OF 1RUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PER AA''COR`D f TOT. LD. 37.0 PSF SEON 27652 DUR.FAC. 1.25 FROM SFGRAYINGI160A•Z. THE IEAL ON THIS DRAWING I.O:CAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING V1S pNA`EPROFESSIONALENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTIIORfZATION092IS ANTII COMPONENT FORPARTICULAR BUILDING 15 THE RESPONSIBILITY OF. THE BUILDING DESIGNER. PER ANSCCi10UFeb 11 SPACING 24. 0" JREF 1507352_Z09 L4165/U - V1) I1113 UNU rMtrAKGU rKUrI LUPIVUItK InrUI LLUAU3 o UInC113I1,1H3) UOw IIty DI -U33 rIr- TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS 6 F-- 2 X 4 III 2X4 (D1) 12-4-3 2 X 4 III 2.8.0 Over Continuous Support R=70 PLF U=67 PLF W=2-8-0 120 MPH WIND, 13.16 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 0TY:2 FL 1 R - Scale =.375" Ft. WARNING' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M,%- kFel' T C L L 2 0. 0 P S F R E F R 3 5 2-- 8 1 2 3 2RACING. REFER TO H1,,91 (HANDLING INSTALLING AND BRACING). PUBLISHED DY TPI (TRUSS PLATE INSTITUTE. SB) D'OtlOFR 10 DR., SUITE 200. MADISON. WI5)9).fORSAFCTYPRACTICES PRIOR10tPERFORMING THCSCFUNCTIONS. UNLESS OTHERNISE INDICA7ED. TOP CHORD SHALL HAVE PR OP[RLY ATfACHCD '„a T C D L 7. 0 PSF DATE 02/,11/03 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CA VL ROOF TRUSS DIVISION ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t NO.42704 pG BC DL 10.0 PSF DRW SLTUSR352 03042288 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO *, i 2722 SOUTH APOPKA BLV'D. BUILD THE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA, F[. 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Ct BC LL 0.0 PSF SLT-ENG /WMR 407. 299.1 522 SP[CIFICAl10N PUBLISHED BY THE AMC,ICAN FOREST AND PAPER ASSOCIATION) AND TPI. AIPIN[ ti A( Q J• CONNECTORSAREMADEOFIIIAAST. A65) GRAD GALY. STEEL. CICEPT Al ROTED. APPLY CONNECTORS TO Q R1 .•-• T 0 T. L D. 37. 0 P S F S E 0 N - 35549 FAX 407.2999153 EACH FALL OF TRUSS. AND UNLESS OTHERWISE LOCA LED ON THIS DC SIGN, POSITION CONNECTORS PER Al f u PROFESSIONAL ENGINEERING DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING IN D ICATCS ACCEPTANCE OF PROFESSIONAL ENGINEERING sPoNAt DUR.FAC. 1.25 , FROM RH R CSPONS III LILY SOLCL Y, FOR THE TRUSS COMPONCHI DE SIGH SHOWN. THE SUI TABIl1TY AND USE OF THIS CERTIFlCATE OF AUTNORQATION rt9218 COMPONENT IFOR ANY SEPARTICULARBUILDING IS THE RCSPON SIBILITY OF THE BUILDING DESIGNER. PER Feb 11 'U, SPACING 24.0" JREF - 1507352_209 LZluvu - VZ) INIS UNG PMtPAMtU FRUM LUMPUILK INVUI (LUAUS & UIMtN}IUKJ) JUUMIIItU UT IMUJZ, MI'M. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ISEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 11-4-3 2 X 4 III 4-8-0 Over Continuous Supportj R=74 PLF U=39 PLF W=4-8-0 120 MPH WIND, 12.66 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 1 1a OTY:1 FL 1 R - Scale —.375" Ft. WARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND 8 RACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M AS PP T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 3 3 INSTITUTE. 583 D'ONOFRIO DR . SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO ••••• rye_ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \%%%•(\t IV, i -,•((i w T C D L 7.0 P S F DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANICS. BOTTOM CHORD SHALL HAVE A PROPERTY ATTACHED RIGID CEILING. •eo 1i ROOF TRu55D1VI51oN • IMPORTANT•' FURNISH A CO Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I+10.4Z%04 BC DL 10.0 PSF DRW SLTUSR352 03042289 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOLTTTI APoaKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN : B C L L 0.0 P S F S'L T - E N G / WM R 407.299-1 522 SPEC If ICA TION PUBLISHED BY IHC AMCR ICAN FOREST AND PAPER ASSOCIATION) AND T I. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •A •f T 0 T . L D . 3 7 . 0 P S F S E 0 N - 3 5 552 FAX 407-2949153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER %X O RO •• DRAWIN65 160 A•I. THE SEAL ON THIS DRAWIR6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING • •• PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s/ONALE D U R . F A C . 1.25 FROM R H CERTIrlrJATE OrAUTNORIU1T10H#9218 COMPONENT I FOR R9 ANSI PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 - SPACING 24 0" JREF - 1507352_Z09 L,ld5/u - vs 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 10-4-3 2X419 6-8-0 Over Continuous Support R=74 PLF U=30 PLF W=6-8-0 120 MPH WIND, 12.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLIN6 AIID BR ACIYGJ. PUBLISHED DY fPl (TRUSS PLATE INTE. SBO O'ONOFRIO DR .. SUITE 200, MADISON. WI 57719). FOR SAFETY PRACTICES PRIOR TO PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD PERFORMING THE E 10 S.ESHALL HHAVE "I WIA PROPERLYINDICATEDATTACHEDI, CORIGIDACEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY 0 YIAIION FROM THIS DESIGII; ANY FAILURE TO R,O_ pS IF1r I jG i i No.42704 I T C T C BC L L D L DL 2 0.0 7. 10.0 0 P S F P S F PSF R E F R 3 5 2-- 8 1 2 3 4 DATE 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. RooFTRussDmsloN DRW SLTUSR352 03042290 SLT-ENG WMR2722SouTmAPOPKABLVD. APOPKA. FL 32703 407.2931 522 FAX 407.2999159 BUILD THE TRUSSES'IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE ROYI SIONI OF NOS (RATIONAL DESIGN SPEC IF ICAf10N PUBLISHED BY THC AMER [CAN FOREST AND PAPER ASSOCIATION) AND TPI. AL INE CONNECTORS ANE MADE OF 2OGA ASIN A65I GRAD GALY. STEEL. EICE T AS NOTED. 4 1Y CONNECTORS TO EACH FACE OF TRUSS. AND UHLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF S PfOH,O•',( S u`EP- BC TOT. LL LD. 0.0 37.0 PSF PSF SEON 33926 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 110 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF ROFEIIIONAL ENGINEERING RESPONSIBILITY SOLELY.FOR THC TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NAI. SPACING 24.0" JREF 1507352_209 CERTIFICATEOFAUTHORIZATION09218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/ TPI 1.199S SECTION 2. i FPb 11 103 Z218570 - V4 IRIS UYG YHtYAHtU PHUM LUMYUItH IKYUI (LUAU) a IJIMtNlIUMZ.) JUOn1lItU Or IRUJJ nrn. 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 2X4 M 2 X 4 III 6F— D1) 9-4-3 2 X 4 III 2 X 4 III i-E -8-8-0 Over Continuous Support—o R=74 PLF U=32 PLF W=8-8-0 120 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE CU 0TY:1 FL 1 R Scale 375" Ft. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING.- SHIPPING. INSTALLING AND BR AC1116 RCFCR TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE . M. T C L L 20.0 P S f R E F R 3 5 2-- 8 1 2 3 5 DATE D 2 / 1 1 / 0 3INTTITUiE. SB3 D'ONOFRIO DR .. SUITE 200. MADIION, YI 63719). FOR SAFETY PRACTICES IR TOR TO I CRFORMING THESE FUNCTIONS. UNLCSS OTHERWISE INDICATED. TOP CHORD SHALL HAVE IR OPERIY 4TTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. TNALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THC TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHI PING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPCCIF IC ATION PUBLISHED BY THE ANFR SCAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIRC CONNCC TORS ARE MAD[ OF TOGA ASTM A663 6R AO GALY, STEEL. EACEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t IFS•/ C/ 0 O . j r No.42704 f { li ^ STATE OF % 1.( } O RI • T C BC BC T 0 T D L DL LL L D . 7.0 10.0 0.0 3 7 . 0 P S F PSF PSF P S F SMYTH LUMBER CO. ROOFTRussDmsloN 2722 SOUTH APOFKA BLvD. APOFKA, FL 32703 407.299.1 522 FAx: 407-299-91 53 DRW SLTUSR352 03042291 SLT-ERG /WMR S E ON - 35567 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A•L THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS f• PNa SPACING 24.0" JREF 1S07352_Z09CEFT71PTCATEOFAI"ORIZATION09218 ANYSCCTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERMIOSTONEN/TPI ICOMPONENT FOR Feb 11 'V kL61O,/U - VD) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24. OC 6 f 5X4= 2X4 III 2X4 (D1) 2X4 III 2X4 III 1— 2-6-8 _1_ 2-0-0 1 4.6-8 Over ContinuouS SUDDortl R=74 PLF U=40 PLF W=4-6-8 11-4-15 I nLJ unu rnCrAmcu rnvri uvriruicn u.rvi Lwow a vIl-n;ndlvl-1—0111 1 1 — ." — 120 MPH WIND, 12.19 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. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:1 FL 1 R Scale 375" Ft. WARN ING•• TRUSSES REOUIRE ETTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (H A)IDIING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT[ INSTITUTE. 587 D•O HOFRIO OR.. SUITE 2OD. MA ISOH. YI 57719). FOR SAFETY PRACTICES PHI ON TO PERFORMING THESE FUNCTIONS. UHIESS OTHERVISE INDICATE'. TOF CHORD SHALL NAY[ PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PIT ERLY ATTACHED R1610 CEILING. IMPORTANT•. FUR HISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEPED PROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. VSSE S. iN1S DESIGN CONFORMS WITH APPLICABLEABLE PR OYISION$ OF ADS (NATIONAL DESIGN S ECIFICATIOtl PUBLISHED BY THE AMFOREST AND PAPER ASSOCIATION) AND TPI. ALPIRE CON' ECIORS ONE MADE OF :06A ASIM A6S7 GRAD 6ALY. STEEL. EXCEPT AS NOTED. AP LY CONNTO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M. IFI Ci,4••• ,w l4 r t NB•42 4 STATE IDF Q` A P ` T C T C BC B C TOTECTORS 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 P S F R E F R 3 5 2-- 8 1 2 3 6 S M YTH LUMBER CO. ROOF TRUSSDfvIS10N 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407- 299-1 522 FAX 407-299tJ 153 DATE 0 2 / 1 1 0 3 DRW SLTUSR352 03042232 S L T - E N G / WM R S EON 35570 OUR. F A C . 1.25 FROM R H PROFESSIONALENGINEERINGDRAWINGS 160 A•2-THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R CSPON SI BILITY SOLELY FOR THE TRUSS COMPONENT DC SI GN SHOWN. THC SUI IABit I TY AND USE OF THIS Y•.., O,R,O V ApY t SPACING 24.0" JREF 1507352_Z09 CERTIFICATE OF AUTNORDATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI) TPI 1-1995 SECTION 2. Feb b11 lelbtliU - Vb) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 6 I— 5X4 2X410 2X4111 2X4(D1) _: Ul r, 10-4-15 2X4III 2X4III 2X4III 12-6-8 _1_ 4-0-0 _1 6-6-8 Over Continuous Support R=74 PLF U=31 PLF W=6-6-8 IHIS UNU PHEPAKEU I`KUM LUMPUIEK INPUT (LUAUS 6 UIMENSIUN5) SUBMIIIEU BY IHUSS MtH. 120 MPH WIND, 11.19 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a 0TY:1 FL 1 R - Scale =.375" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACIIIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. RA- T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 3 7 IN STTTUTE. SB7 O'OMOFRIO DA.. SUITE 200, MADISOH, WI S7)19). FOR SAFETY PRACTICES PRIOR TO P ERF ORNIXG IHCIE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH HAVE PRO CRLT ATTACHED tlFl C4`•. V T C D L 7.0 P S F DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY AI TACHED RIGID CC ILING./(J • IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIOR CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDIVESIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO No.42704 ' BC OL 10.0 PSF DRW SLTUSR352 03042293 2722 Sour" APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. :HIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NOS (NATIONAL DESIGN ' BC L L 0.0 P S F S L T - E N G / W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE STATE OF t{R, 407 299.1 522 CONNECTORS ARC MADE OF 20GA ASiM A657 6RFO 6ALV. STEAL. EXCEPT AS NOTC0. APPLI CONNECTORS 10 • j T 0 T . L D . 37.0 P S F S E 0 N - 35573FAX407-299Q153 CAC. FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS CR p. 0 R1O ••• PROFESSIONAL ENGINEERING DRAW INGS LBO 4C. THE SEAL OR iXIS OR AYIXG INDICAfCS ACCEPTANCE OF PR OF ESSIONAI ENGINEER LNGjaNA`E DUR. FAC. 1.25 FROM RHRESPONSIBILIIYSOLELYFORTHETRUSSCOMPONENTOESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERnFi ATE OF AUTHORRATION 09218 COMPONENT ANS[CARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 11 --SPACING 2 4. 0" J R E F - 1 S 0 7 3 5 2_Z 0 9 FOP 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 6 F-- 5X4m 2X4III 2X4III 2X4 (D1).= k, - ::]-I 2X4III 2X4III 2X4III 1_ 2-6-8 _1_ 6-0-0 J ile -8-6-8 Over Continuous Support R=74 PLF U=32 PLF W=8-6-8 9-4-15 120 MPH WIND, 10.19 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG COD OTY:1 FL 1 R Scale =.375" Ft. NARNIHG'• TRUSSES REOUIRC CYTgCMC CARE IN FABRiCAT10X, HANDLING. SNIPPING. INSTALLING AND T C L L 2 0.0 P S'F R E f R 3 5 2-- 8 1 2 3 8BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI10 iE, $83 D'ONOFRIO DR.. SUITE 200. MADISON. YI 531191. FOR SAFETY PRACTICES RIOq TO :•• ZIFI ••• %/ PERFORMING THESE FUNCTIONS. UNLESS OTH ERYISE INDICATED. TOP CHORD SHALL MAYS PROPER IY ATTACHED f(' (. T C D L 7.0 P 5 F DATE 0 2 / 1 1 / D 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Nc 44%04 IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y= B C D L 10.0 P S F D R W SLTUSR352 03042294F200FTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPOUSIBLE FOq ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO 7C 272250unTAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND STATE OF jQ• BC LL 0.0 PSF SLT-ENG /WMR APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP LTC AB IE PROY1510 NS OF NDS (NATIONAL DESIGN 1 407 299-1 522 SP ECIF IC ATI0N PUBLISHED BY THE AMERICAN FOR[Si AND PAPER ASSOCIATION) AND TPI. AIP IN 0 R1OP•a`L% FATc: 407-299 J153 CONNECTORS ARE MADE OF 206A AS TM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CORNECTORS i0 •r„ RlO ` TOT. LD. 37.0 PSF SEON 35576 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POS1110M CONNECTORS PERSA1, PROFESSIONAL ENGINEERING OgAYINGS 160 A•E. THESEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING YY D U R . F A C . 1.25 ., FROM R H R CT POHSIB ILITY 50 LEL . FOR THE TR YSS COMPONENT D(SIGN "' "M. THC SUITABILITY AND USE OF THIS CERTTFICiATE OF AUTHORDATION R921(3 CON PONENT FOR ANY PA RT IC ULAN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ECTION 2. Feb 11 ' 03 SPACING 24.0" JREF 1507352_09 ANSIiTPI 1.1995 S LtIODIU - LtIO31U - hl I n13 UNu YMCrAMCU rKun L-UrlrUILK IMrUI ILUAU 3 & UI rILM3IUR3) 3UDnI1ICU DT IKu33 rlf K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0- 4-3 1 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L 1-10-10 •_,l. 9- 10-13 B. ICE 9-10-1 Over 3 Supports R= 400 U=223 W=8' 1 R1208 U=182 3- 9-14 0 R= 329 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1.,a OTY:3 FL 1 R Scale 375" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND DR AC IMG. REFER TO HIB-91 (HANDLING INSTALIING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SIRD'01IOFRID OR SUITE 200, MADISO N. VI 57719), FOR SAFHA PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED, ToCHORD 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 IRODUCTS, INC. SHALL NOT BE RE PIT SI5 LE FO0. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO QU AD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOR C5TGAL I AWD PAPER ASSOCIATION) AND TPI. ALPINE EACH CONN EFAC C SOARER TRUSS. S C AND OF ZUHLE UNLESSOTHERWISE LOCATED ON EEL. E ICE I GN,S POSITION IONCONNECTORS NCCTORS NPCRORS TO M RI y7, tlFl '.. • , G • No. 42704 j y 7 es STATE OF ' A•% O p10 r.•f V fyT E T C L L T C D L BC DL B C L L TOT . L D. 20. 0 7. 0 10. 0 . 37. 0 D 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 8 1 2 3 9 S MYTH LUMBER CO. ROOPTRussDlvlsloN 2722 SOUTH APOPKA, BLVD. APOPKA. FL 32703 407- 299.1 522 FAX: 407-2999 3 59 DATE 0 2 / 1 1 / 0 3 DR4J SLTUSR352 03042302 S L T - E N G WM R S E 0 N 27638 DUR . FAC . SPACING 1 . 25 FROM AF PROFESSIONALENGINEERINGDRAWINGS 160 A•7. THE SEAL ON THIS OR AVING INDICATES ACCEPTANCE OF PR OFESSIOXAL ENGINEERING RESPONSI8ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS CERTIFjCATEOFAUTHORRATONN9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1.1995 SECTION Z. Feb 11 SEE ABOVE 12185/U - L2185/U - EJi1 IHIJ UNU NKtYAKtU PKUM LUMNUItK INNUI (LUAU) S UIPItNJIUNZI) Z-UDMIIItU 01 IKU3D PIrM. hTOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. Lc1-4-0r- 7-0-12 _ I L7-0-0 Over 3 Supports R=363 U=197 W=8' 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 1063 U=180 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG COD OTY:17 FL 1 R Scale 375" Ft. BRACING. REFER TO HID 9l (HANDLING lNSTALIING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B7 D'ONOFR IO DR .. SUITE 200. HADI307I. WI 577191. FOR SAFETY PRACTICES PRIOR TOI••• MING THCSC FUNCTIONS. UNLESS OTNCRYI SC INDICATED, TOP CXORD HAH HAVEPROPERLY AiTACHCD•.TC STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING.%O4 YARNING'• TRUSSES REOUIRF CITRENC CARE IN FABRICA1lON, HANDLING. SHIPPING, INSTALLING ANDU&_ IMPORTANT•• fURRI SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPON518LE FOR ANY DEVIATION FROMTHIS DESIGN:ANYFAILURE TO2722 fCRFOR ROOF T C BC L L DL DL 2 0.0 7.0 10.0 P S F PSF PSF R E F R 3 5 2-- 8 1 2 4 0 SMYTH LUMBER CO. TRUSS DIVISION DATE 02/11/03 DRW SLTUSR352 03042303 SLT-ENG WMRSOIfTHAPOPKABLvO. APOPKA. FL 32703 407 299-1522 FAX: 407-299.9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDIINGHPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIOHS OF LIDS(NATIONAL DESIGN SPECIECAl10N PUBLISHED BY THE AHER IC AHFOR ESf AHD PAPER ASSOC IATIOMI AND TPI. ALPINE OPCONHECiORSAR[MAOE OF :OGA AZ TM AllI GR AO GAL Y. STEEL. EIC EPTAS NOTED. AP LY CONNECTORS TO,..-• EACH FACE OF TR U5S. AND UNLESS OTHERWISE LOCATED ON THIS DESIGn. POSITION CONNECTORS PERPROFESSIONAL OF t BC T0T. LL LD. 0.0 37.0 PSF PSF SE0N 23924 D U R F A C . 1 .2 5 FROM A FENGINEERING ORAWINGS IGO A-L. THC SEAL OX THIS DRAWING INDICATESACCEPTANCE OFPROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THC TR U55 COMPONENI DESIGN SNO YN. THE SUI TABIIITY ANO USE OF iXIS SPACING 24.0" CERTIFICATE OF AUTHORf7ATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Feb 11 '03 L41139/U - LL109/U - LJl TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6F- 2X4 (Al) L<1-4-0 1.0.12 1-0-0 Over 3 Supports r--1 i 0 ]{(k U 1804 9 48 U=180 R=247 U=275 W=8' PLT TYP. Wave TPI-95 R Des q n Criteria: TPI STD FL BLDG CODE OTY:6 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-- 8 1 2 4 1BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). /UBLISHED RY TPI (TRUSS PLATE INSTITUTE. 587 D'OWOFRIO'D0.., SUITE 200. MADISOM, VI 57719). FOR SAFETY PR ACTIC[S PRIOR TO ptIFI •'••, PERFORMING THESE (UNCTIONS. UNLESS OTHEIT SE INDICATED. TOP CHORD SHALL HAYE /NOPFRIY ATTACHED ' (l- •,X— SMYTH Q Tl. D L 7.0 P S F DATE 0 2 / 1 1 / 0 3 LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. !` ;p. / ROOF TRUSSDMSION • IMPORTANT•• FURII ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 . KK BC DL 10.0 PSF DRW SLTUSR352 03042304 PRODUCTS. INC. SNAIL NOT BE RESPONSIBLE 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 t APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS VITM APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN t STATE OF j B C L L 0.0 P S F S L T- E N G / W M R SPECIFICATION PUBLISHED BY THE AM ER CAN FOREST AND PA ER ASSOCIATION) AND TPI. AIP INE S. t 407-299.1522 CONNECTORS ARE MADE OF 20GA ASTM A657 GRAD GALY. STEEL. CXCE T AS NOTED. APPLY CONNECTORS TO OR10•• TOT.LD. 37.0 PSF SEON - 23930 FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER• PROFESSIONAL ENGINEERING ORAYINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NAIL D U R . F A C . 1 . 2 5 FROM A F RES/ 01h IB ILITY SO ELY FOR THC TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTTFTCATE OF AUTHORIZA710N#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 03 SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. LC1TS5/U - LLlEfS/U - 1.03) IMIa UNU YKtrAKtU rKUPI LUPlFUItK IKrUI (LUAUa a UIPIt KalUna) aUDPIIIItU DI Inuaa nrn. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1T147 U=180 1-.10-3 Jl- 0 R=23 U=180 L<i-4-011. 3-0-12-->j 3-0-0 Over 3 Su Drts R=234 U=180 W=8' 120 MPH WIND, 10.06 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:6 1 R - Scale =.375" Ft. YARNING•• 10.U1SC5 REOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BR AC IN6. REFER TO HIB91 (HANDLING INSTALLING AXD B0. AC IIIG). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ON 0Fp 10 DR., SUI TC 200. MADISON, VI 53119). FOR SA FC TY P0. AC TICCS PRIOR TO PERFORMING THESE FUNCTIONS. UMICSS OTMERWISC IND.CAIX.. TOP CHORD SHALL HAY[ PROPCRLY ATTACHED M tlFl FL 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-- 8 1 2 4 2 DATE 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L y DR4J SLTUSRJ52 03042J05ROOFTRUSSDIVISIONIMPORTANT•• FURNISHCOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r NO. 42704 pG BC DL 10.0 PSF TAppODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7C SLT- ENG WMR 2722 SOLIRI APOPKA Bwo. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND DE BRACINGOFTRUSSES. THIS DCSIGM CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNt it STATE OF Q BL, LL 0.0 PSF 407. 299-1 522 SPEC IF1CA! CA PUBLISHED BY AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TORS OF TH GRAD Y. NOTED. TO ti Al /y TOT. L D 37.0 P S F S E 0 N 23928 FAT(: 407.2999153 COIINEC ARC MADE :OGA AS A653 GAL STEEL. EXCEPT AS APPLY CON HECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OH THIS DESIGN. POSITION COIINI CTORS PER fn•••••.`..•c OUR. F A C . 1.25 FROM A f PROFESSIONALENGINEERINGDRAWINGS 160 A,2. IME SEAL ON THIS DRAWING INDICATES ACCCPTANCC OF PROFESSIONAL ENGINEERING RE CSPONSIBILITSOLELY FOR THE TRUSS COMPONENT DESIGN SM0 YN. THE SUITABILITY AXD USE OF THIS uPoNp` {. CERTIFICATE OF AUTHOREEATION 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI) TPI 1-1995 SECTION 2. Feb SPACING 24.0" 44100/U - L41077U - Lual 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 R=48 U=180 Lc1-4-011 5-0-12 5-0-0 Over 3 Supports R=295 U=181 W=8' 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:6 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER f0 X19,11 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. T C L L 20.0 PSF REF R 3 5 2-- 8 1 2 4 3 INSTITUTE. SBJ O'ONOFRIO OR .. SU1 TE I00. MADISON, YI 57719). FOR SAFETY PRACTICES PRIOR f0•""• P CRF ORM A TXESC FUNCTIONS. UNI ESS OTHE0.Y LSE INDICATED, TOP CHOAD SNAIL HAVE PR OrERLY A1fAC HED G t IFI(4 T C D L 7 . O PSF DATE O Z / 1 1 / O 3 S MYTH LUMBER CO. STRUC TUA AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING ROOFTRussDIVE510N • IMPORTANT•' FURNISH A COPY OF THIS DESIGN f0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 ,' BC DL 10.0 PSF DRW SLTUSR352 03042306 PRODUCTS, INC. SHAH NOT BE REllOXSIB LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SO1f1'H APOPMA BLVD. NU IlO THE IR USSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPM:A, FI. 32703 DR ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONSOYISIONS OF NOS (NATIONAL DESIGN 1. STATE OF ; BC LL 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f407.299 1 522 CONNECTORS ARE MADF OF 20GA ASTM A657 GRAD GALY. STEEL. EICE T AS NOTED. APPLY CONNECTORS TO t' ` (/ T 0 T . L D . 37.0 P S F S E 0 N 23926 FAX: 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ti O R,O ' PROFESSIONAL ENGINEERING DRAWINGS IG0 A- I. THE SEAL ON THIS DRAWING INDICATES ACCEr TANCE OF PROFESSIONAL ENGINEERING SM a DUR.FAC. 1.25 FROM AF RE SPOOS IBIII TY SPI ELY FOR INC TRUSS COMrO NEMT DESIGN SHOWN. IHC SUIfABILIIT AND USE OF THIS {C// A CERTIFICATE OFALTTTI0REIAT10N 09210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 ANSE/ Trl 1.1995 SECTION 2. SPACING 24.0" ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C x E' 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 -L' BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B t 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" 0 U S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1` 13' 1" z H F STUD 3' 4" 4' 10" 4' !O" 6' 5" 6' 5" 8' 4' 8' 4" 10' 0" 10' 0" 13, 1' 13' 1" fix] STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" B' 7" S' 7" 11' B" 11' e" 1 3' 9" 5' it" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" P 2 3' 8" 5' it" 6' 4" 7' 0" 7' 6" 8' 4" 8' it" 10' it" 11' 10" 13, 1" 14' 0" Q DFLF 3 3' 6" 5' 0" 5' O" 6' 7" 6' 7" 8' 4" 8' 9" 10, 3" 10' 3" 13, 1" 13' 9" STUD 3' 6" 4' II" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' B" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' I1` 1 2 3' 11" 6' 9" 6' 11" B' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E— Q U S P F H F N3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9 6" 12' 3" 12' 3" 14' 0" 14' 0" STUD 3' 10" 5' It" 5' Il" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14. 0" STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9' 9' 1" 9' 1" 10, 6" 10' 6' 14' 0" 14' 0" 1 4' 3' 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" IT 6" 14' 0" 14' 0" P N2 4' 2" 6' 9" 7' 3" B' 0" 8' 7" 9' 6" 10' 3" 12' 6" IT 6' 14' 0" 14' 0" D F L STU D 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" t0' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0` 1 2 4' 4" 7' 5" 7' 7" B' 9" 9' 0" 10' 6" 10' 9` 13' 10" 14' 0" 14' 0' 14' 0" Q S P F H F 3 4' 2' 6' 11" 6' 11" 8' 9". B' 9" 10' 6" 10' 6" 13 !0" 13' to" 14' 0" 14' 0" STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6"_ 13 t0" 13' 10" 14' 0" 14' 0" STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' B 7' 5" 8' 0" 8' 9" 9' 6' 10' 6" 11' 4` 13' 10 IV 0" 14' 0" 14' 0" Q S P 2 4' 7 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0` 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" B' 9" 9' 3" 10' 6" 11 0` 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4' 1 6' 1 1 6' 1" 1 B' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" SYMM1(; ABOUT, G 2X4 Y2N OR BETTER DIAGONAL BRACE OPTION 87,T VERTICAL LENGTH MAY BE 18 DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT V L DIAGONAL BRACE FOR E700 1 BRACE AT EACH END. MAY WEB TOTAL LENGTH IS I4'. 2X4 SP OR DF-L 12. OR BETTER DIAGONAL f_ VERTICAL LENGTH SHOWN BRACE; SINGLE OR 16 • IN TABLE ABOVE. I DOUBLE CUT L 1 AS SHOWN) AT L UPPER END. ONTINUOUS B CONNECT DIAGONAL AT 1 REFER TO CHART ABOVE FOR MIDPOINT OF VERTICAL WEB. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEY -FIR I 2 STANDARD 2 i STUDitit3STUD #3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEY -FIR 1 1 BTR I SOUTHERN PINE DOUGLAS FIR -LARCH 11 El22 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPI1FT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF 7C DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0' OVERHANG, OR 12' PLYWOOD OVERHANG ATTACH EACH "L' BRACE WITH 10d NAILS. 4 FOR (1) "L" BRACE: SPACE NAILS AT 2' O.C. IN 18' END ZONES AND 4' O.C. BETWEEN ZONES. FOR (2) "L• BRACES: SPACE NAILS AT 3" O.C. IN IB' END ZONES AND B• O.C. BETWEEN ZONES. L' BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. CABLE VERTICAL PLATE SIZES VERTICAL LENGTH ND SPLICE LESS THAN 4' 0" 1X4 OR 2%3 GREATER THAN 4' 0'. BUT LESS THAN It' e" 2X4 GREATER THAN II' 6' 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAR, SPLICE, AND HEEL PLATES. ter \",•' T"'- -' THIS DRAWING REPLACES DRAWING A10030E INSTALLING • AND BRAC INC.REFER TO 9ME1R(HANDLING E IN IINSTALLINGNAND BRACING), PUBLISHED REF ASCE7-98-CAB12030 BY TPI (TRUSS PLATE INSTITUTE, TUTE, 5B3 D'ONOFRIO DR., SUITE 200. MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, NO. 42704 DATE U9 10 01 SMYTH LUMBER CO. TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL CPROPERLYCA.COPYIKPORNDESIGN ROOF TRUSS DIVISION TAN T;; FURNISHOFRIGID THIS TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DR1VG A12030ECO901 EN c 2722 SOUTHAPOPKABLVD. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, STATE 0 F APOPKA. FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.2911522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA APPLY CONNECTORS TO EACH FACE i O•,/ O Op`.\ CC••"R••• TOT. LD. 60 PSF SS AND . UNLESS OTHERWISE DESIGN. CONNECTORS PER DRAWN LATIEGTINDICRUSS PROFESSIONAL. EHI'.9InEERING NGS 160 A- RESPONSIBILITY ESEHTRASFORTED ATESTANCEACCEPSCEOSPROFESSIO. Fs`„s ONAL TI [IFTHISPONENEFORLIETHENIAX. SPACING 24.0" C EATIFICATEOAUYHDRRATION •B21 LIiNOOUSE RANY RESPONISI NGA,SI /RT IL1995BUILDING IONI 2. wln;r.• ;. +`u_' ._ T' REINFORCING MEMBER TRUSS SymABOUT TOENAILS SPACED AT 4 O.C. GABLE DETAIL FOR LET -IN VERTICALS CABLE VERTICAL LENGTH TYP. 11 GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP • LESS THAN 4' 0" IX4 OR 2X3 2x6 GREATER THAN 4' 0'. BUT 2X4 2x6 LESS THAN 11' 6' GREATER THAN 11' 0' 2.5X4 2 5X8 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. EXAMPLE: 2X4 2X4 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T' REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4- O.C. PLUS (4) l6d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131- X 3": TOENAILS AT 4" O.0 PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0899, A10015ENO699, A09015ENO899, A08015EN0699, A07015EN0699 A1103OENO699, A10030EN0899, A09030EN0899, A08030EN0699, A0703DEN0699 ASCE 7-98 CABLE DETAIL DRAWINGS A13015ECO901• A12015ECO901. A11015ECO901, A10015ECO901, A08515ECO901 A13030ECO901, A12030ECO901. A11030ECO901. A10030ECO901. A0853DECO901 SBCCI CABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699. S09015EN0699, SOBD15EN0699, S07015EN0899 S11030EN0699, S10030EN0699. S09030EN0699, S08030EN0699. S07030ENOa99 yl I)( SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. zxe Y- REINFORCING MEMBER 2X4 7" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "F' REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 'L" BRACE. GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "F- REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRAC 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 IO 7, IO 7, 2x6 50 7 50 7. 100 MPH 15 FT 2x4 10 7, 10 7, 2x6 30 7• 50 7 100 MPH 30 FT 2x4 10 7, IO 7. 2X6 40 7, 40 7, 90 MPH 15 FT 2X4 20 7, 10 7- 2x6 20 7. 40 7. 90 MPH 30 FT 2X4 10 7. 10 7 2x6 30 7. 50 7. 80 MPH 15 FT 2x4 IO 7 20 7, 2x6 10 7, 30 7. 80 MPH 30 FT 2x4 20 7• 10 7 2x6 20 7, 40 7, 70 MPH 15 IT 2x4 0 7, 20 7. 2x6 0 7. 20 7, 70 MPH 30 FT 2X4 10 7, 20 7- 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED - 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24' O.C. SP /3 F' REINFORCING MEMBER SIZE = 2X4 F' BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L' BRACE LENGTH = 6' 7' MAXIMUI! "T" REINFORCED CABLE VERTICAL LENGTH 1.10 X 6' 7" - 7' 3" DRAWINGS GAB98117 876.719 & HC26294035 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. 583 D'ONOFRIO DR., SUITE 200, MADISON. V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMENGIN EREDTPRODU[TSSHINC.CSHALLOPY NOTIBE RESPONSDESIGN SBLEEFOR TANY DE fAT ON FROMr HISLPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ASTS A653 GR40RICANTANDGALV.PSTEELER AEXCEPTTAOSN)AND NOTED.TPI. APPLYINECONNECTORSTOE EACHFACE OFS AREMADEOFTRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ar•\ Y'•,.••••••., •/ p• IF Cq j, 'p G F , y ;• N A2/O( ••• f7 1Y Yl 7c STATE OF A ' i ••. p`; • • iO/ o Q 4 A,'-. • 'O n1 •'` 4.._ n•.''••••'• i s; TOT. TOT. LD. 60 PSF REF LET —IN VERT DATE 10/24/01 S MYTH LUMBER Co. ROOF TRUSS DIVISION 2722 SOUTH APOPKA Bwo. APOPKA, FL 32703 407- 289-1522 FAx 407.299 9153 PROFESSIONAL ENGINEERING CERTIFICATEOFAurHORIZATIONN9218• SUITABILITY DRWG GBLLETIN1001 ENG DLJ/KAR R. FAC. ANY A{ SPACING .24.0 VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 80% BOT CHORD 2X3(') OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WEBS 2X4 SP #3 OR BETTER. WITH 8d BOX (0.113' X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 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 120 MPH WIND, ASCE 7-98, CAT U, EXP. B, ENCLOSED-BLDG., BY VALLEY TRUSSES 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D ' 4-0-0 MAX ++ LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES 12 NOT EXCEED 12'0". 12 MAX.1 W2X4 BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 IY2X4 B-0-0 MAX W2X4 W4X4 12 MAX. 12 Y4X4 WI 6-0-0 w1x3 OE —NAILED MAX SPACING) W2X4 OPTIONAL DETAIL JOINTJOINTOPTIONDETAIL AL HIP WIX3 WIX3 I6-0-0 MAX WIX3 , 0 MO R S E 12 T 2 " 0 12 MAX. Y4X4 WIX3 VALLEY WIX3 A 4' C 6-0-0 WIX3 (MAX SPACING) W2X4 WIX3 W5X4/SPL WIX3 COMMON TRUSSES PARTIAL FRAMING 20-0-0 MAX (++)\lpluunlHull AT 2 " OC PLAN a SUPPORTING TRUSSES AT 24" OC MAXIMUM! SPACING. \O``\ a`Q ry/S///iy THIS DRAWING REPLACES DRAWING A105 YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, \ TIC LL 30 30 40 PSF REF VALLEY DETAILINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ;•• ` %,•./ BY TPI (TRUSS PLATE INSTIIUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. VI. 53719) FOR G SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,? C DL 20 15 7 PSF DATE 06/25/99 fOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALE _ SMYTH LUMBER CO. ;;IMPORT NT.ERLY ATTAFURNISHCAECOPYGIDOFCTHISNG. DESIGN TO THE INSTALLATION CONTRACTOR. ALPI No42704 .. * DL 10 l0 10 PSF DRWG VALTRUSS0699 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, (;fC LL O O OPSF -ENG MLH/KAR HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH• A O KA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF OT. LD. 60 55 57 PSF 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAi j ' ASTM A653 GRAD GALV. % STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACC OF FAX: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER , O o IO P,• Z. DRAVINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i ••• R \\ DUR.FAC.1.25/1.33 1.15 1.15 PROFESSIONAL ENGINEERING •ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE , (1 ••'•....••'C•_ N`C. \\\\ CERTIFICATE OF AUTHOKIUnoN 19210 RESPONSIBILITYTABILITY AND OFUSE THEEBUILDING COMPONENTDESGNER, FOR PERANYANSPIPARTICULAR1993SECTION 2.THE 4/UV OAt v\\\\`\\ SPACING 24" ll/// 1111111111111111 CONVENTIONALLY FRAMED VALLEY DETAIL' A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF.#1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". 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) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED 2) 16d BOX NAILS, NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD OE -NAILED 3) 16d BOX NAILS D) (A) 3) 16d BOX NAILS D) ( A) B) RATED C) SHEATHING 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 DRAWING V105-CONV VARNING•1 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, 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 A 4 `\\•••'•••'' - r`V lik' I IFICq •.` C LL 30 DL 20 30 15 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING G •, i i DRWG VALCONVF0699ROOFTRU55DIV1910N IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN! ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE TPI, BC %L 10 10 10 PSF ENG MLH/KAR2722SOUTHAPOrKABLVD. WITH OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH NO. 42704 Bt 1L 0 0 0 PSF AFOPKA, FL 32703 407.290-1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA TOT.=LD. 60 57 PSF55 FAX: 407.29&9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s STATE OF 1.15 I l5PROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE 01.C.1.25/1.33t1•.. CERTIFICATE OF AUTHORIZATION Y821 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. A i O / Q `.• CnRV LING SEE ABOVE ONA1.,.` TOP CHORD 2X4 N2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 y3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR' REQUIRED PURLIN SPACING 120 MPH WIND, ASCE 7-98, CAT 11, 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. ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 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 1X4 "f" 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 1 5aC ZlkC * PIGGYBACK SPECIAL PLATE Ct.0 ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF C FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY C PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND RpArr A' nr nu 11:cc C G 00 o 0 o a o 0 0 0 0 0 C o 0 0 o 0 2" C O O o o 0 0 0 I I 8 1 /4" s'0 IT•I"Ill_fT-IT94 RA{YING RFPI.ArRC nQ.,xvTWCQ rqA ma AqA No ). AAe nAa NS ,,WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING. NSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED j•`A i ' Ii• r MAX LOADING REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V ,••=IF'!+•• Fqj,•, yi 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. jMPORTAJPROPERLYAECOPYRIGID L•,• Cs1.33 DUR. FAC. FURNISHOrTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE DRWG PIGBACKBO699 ROOF TRUSS DIvIS10N 2722 So1m1 APOPKA BLVD. ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS' DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING,;• N O , 4 2 7 0 4 5O PSF AT ENG D Ld/ KAR A OPKA, FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 9 .2 5 DUR. FAC. 407 299-1522 FAX: 407.299.9153 AMERICAN FOREST AND PAPER ASSOCIATION T AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS STATE OF S 47 PSF AT PERDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A 1. 15 DUR. FAC. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 1 A ACING 24.0„ E:Cfl TIFICA7E OF AUTI(DflIUTIDN r921 RESPONSIBILITY OF THC BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O 1O r.•' i I oqN. v IUNIAI nN BOTTOM CHORD FILLER. DETAIL f OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ .2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281 # 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231 # 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1 1343 1.5" X 3.5 9 8 7 7 6 fa 4++ MAX+ 3X8 43X12 TRULOX18" MAX4 ff LOX 2X8 WEDGE( 2) 8D NAILS CUT TO FIT4AE I;uiii(IlllilpllA DRAWING REPLACES DRAWINGS A115 A115/R S 884.132 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO R., SUITE 200, MADISON. V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL Q IFICq,• TC LL — PSF DL — PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. 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 z: B DL 10.0 PSF DRWG BCFILLER0699 ENG DLJ/KAR2722SOUTHAPoPMABLvo. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH N0, 42704 C=LL - PSF APOPKA. FL 32703 APPLICABLE PROVISIONS of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST j'0'g LD. - PSF 407.299.1522 FAx: 407-2999153 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 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER I •: STATE OF FAC.I.O/1. 15/1.25/1.33 PROFESSIONAL ENGINEERING DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i • CERTIFICATE OF AUYHORIU710N 19218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O RESPONSIBILITY OF THE BUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. IC z ii R % _ ACING 24.D' 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 1.0 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 #1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# F UPLIFT IS 200# 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 2 HIP OR COMMON TRUSSfit 1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 J 1 J 5 7- 2' TYP. I 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 ** Too 12 * 1 Iz w2x4 6.00 4.24 ALTERNATE LOADIN] PSF 1rzx4 w2x5 , w3x4J=j OR TELL 20 SIAMPSON TCDL 20 MAX 3/4' THJA26 BCDL 10 I i TOT.LD. 50 MAX 1' 3' 5' 7• *** T 9-IO-13 OVER 2 SUPPORTS DUR.FAC. 1.25' R=4638, W=3.50' R=652y, W=3 50' END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED `' A C LL 30 MAX PSF REF 7• STBK CS BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR ` .•'"'•"'• N y SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, v FlC , F DL 1 FJ MAX PSF DATE p6 25 99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL`:•P •.. / / S MYTH LUMBER CO. HAVE A PROPERLY AT RIGID CEILING tJJ IMPORTANT.- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE '. Bl.-L 10 PSF DRWG CS7SBK3A0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, ? * NO. 42704L 0 PSF —ERG SJP/KARHANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = _ APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE a y 407.299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 0T= LD. 55 MAX PSF ASTM A653 GR40 GALV STEEL EXCEPT AT NOTED. APPLY CONNECTORS TO EACH FACE OF STATE 0 FFAX: 407-299-9153 TRUSS AND, UNLESS OT HERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A '• $. PAC. 1.3 3PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i '• CERTIFICATE OF AUTHORIZATION 09216 SUITABILITY ANDDOF$iHOEFBUILIDING DESIGNER, GNER,NENT OPERNTANSI/TPI1IL 99AR 5USECTIONNG 12. THE ?y O '•,^/ Of,!•• pCiNG SEE ABOVE N Al.Ia.a°a\ n) * r a ~ 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 SI2E 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(*) 2X6 I ROW 2X6 1-2X6 2X6 2 ROWS 2X6 2-2X6(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SANE SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. s) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6' O.C. BRACE IS A MINIMUM 60% OF WEB MEMBER LENGTH SCAB BRACING: T—BRACE OR L—BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE ATTACH WITH 10d NAILS AT 6' O.C. SCAB BRACE IS A MINIMUM 60% OF WEB MEMBER LENGTH T—BRACE L—BRACE THIS DRAWING REPLACES DRAWING 579.640 VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING.nqINSTALLINGANDBRACING. RCFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR F TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. IQ (•n11FIC V q j.'. D[, PSF TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTH LUMBER CO. IKPORTANT r L••• tJ `` •, BCc DLRLYFURNISHCAECOPYGIOFCTHISNDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, NO. 42704 • PSF y, tALL DRWG BRCLBSUB0699 2722 SOUTH APOPKA 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 PAPER TOP, LD. PSF407-299-1522 AMERICAN AND 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 OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF - y '• y(, FAG. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALEHGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AUTHORrrATION•921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i t _• f ;•NCERTIFICATEOFRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0 'OiR `_ ACING