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124 Venetian Bay Cir - BR04-001887 - SFRIss eo11) Sv_--- fit. PER.), CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Morrison Homes #200 151 Southl1a11 Ln MaitlanaVL 32 51 401- 257.=69 40 _ CRC 041929 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE s SUBDIVISION Ve4W-ePERT r DC " 6 DATE IvLI PERMITDESCRIPTION - PERMIT VALUATION { SQUARE FOOTAGE A "'), 0 ' t d Ln City of Sanford Certificate of Occupancy This is to certify that the building located at 124 Venetian Bay Circle for which permit number 04-1887 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 Morrison Homes Property Owner 10/19/04 10/20/04 10/19/04 10/22/04 Q)3, v,o 10/22/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10/15/04 124 Venetian Bay Circle Morrison Homes Chris 407-948-4893 C% G 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. Engineerm 10 /z-- LQ l Fire Public Works Utilities N/A Zoning N/A El Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 1 i i i i 1 CERTIl' CA 1 E OF OCCUPANCYPANCY REQUEST FOR FINAL INSPECTION in 1 II I I i I l l 1 1 1 SINGLE FAMILY RESIDENCE **** a DATE: 10/15/04 I I I I I I a PERMIT #: 04-1887LZ u C: a ADDRESS: 124 Venetian Bay Circle y m ' dC a IU I CONTRACTOR: Morrison Homes 4 0- CL n, 6,d„d L" U G ({J 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 Fire N/A E]Zoning N/A tiliti s OLicensing2 N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 10/18/04 15:26:15 N1 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 240575 23.19.30.502-0000-0510 124 VENETIAN BAY CIR Free -form information LOT 51********** SW DEV FEE $1700.00 WA DEV FEE $50.00 BP-04-1887 PD 5-11-04 SEE REC #6745 3/4"WA METER SET FEE $190.00 PD 5-11-04 REC#6745 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE **** DATE: 10/15/04 PERMIT #: 04-1887 ADDRESS: 124 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 Ly lic Works Zoning Utilities N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 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 51 Venetian Bay, 124 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 124 Venetian Bay Circle, Sanford, Florida Legal Description: V?A Lot 51 "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 I UVn UkL— Darae L. Przemieniecki , S.M Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number. MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number' 124 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 51 ," 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): or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 139: ® 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, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments _ Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 14. 0 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom oflowest horizontal structural member (V zones only) NA . o 0ft.(m) o d) Attached garage (top of slab) 13. 7 ft.(m) E o e) Lowest elevation of machinery and/or equipment Lu co servicing the building (Describe in a Comments area) 13. 4 ft.(m) AC Service E o f) Lowest adjacent (finished) grade (LAG) 13. 2 ft.(m) z m o g) Highest adjacent (finished) grade (HAG) 13. 1 ft m) o h) No. of permanent openings (flood vents) within 1 ft, above adjacent grade NA U o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) FI. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFIWA ON This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 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. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 SIGNATURE DATE TELEPHONE 10-13-04 407-788-8808 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 (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 124 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company,NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here ifattachments 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. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) [:]above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/or equipment servidng the building is _ ft.(m) _in,(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For ZoneAO only: Ifnoflood 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 Efor Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section Efor a building located in Zone A (without a FEMA-issued or communityJssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions 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 L I S 89°59'43-W L 2 N 89°59'43-E LOT 48 LOT 49 O Ln 3 LOT 50 L12 LOT 51 A- GRAD 1 NG o 5.925 50. FT.0 COV. 0 18.7' PORCH 16.3MOD IFIED DOVER " 1614 ELEV. A. B d C W/ 6- GAR. REDUCTION SINGLE FAMILY N RESIDENCE N FIN. FL. ELEV: 14.0 o; b 0' N 20.0 DISTANCE 51.75' 51.75' LOT 54 8.4 O Ln Lu zW Wti Q w O } O o O D Z) 8"4 (f) o tnI I :I Ln LOT 53 LOT 52 90.00' PROPERTY CORNER I 0.2' O AT BOW CIL MONROE VIEW TRAIL o 50' R/W) TRACT -F PRIVATE ROADWAY I Ln N 12, 0 N 89°59'43-E 280.56- - - r.c.P. REFERENCED BEARING Cl TY OF SANFORD CIL VENETIAN BAY CIRCLE ADDRESS: 124 VENETIAN BAY CIRCLE (50 ' R/W) TRACT -F - PRIVATE ROADWAY LEGAL DESCRIPTION.- Lot 5 1.- V E N E T I A N 84 Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X". according to the Flood Insurance Rate Map Community Panel Number1202890035E.Dated 0 4 / 1 7 / 9 5 City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plotting from Flood hswance Rate Maps provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location cal only be determined by an elevation study. We assume no responslbity for actual flooding conditions concerning this parcel. General Notes: 1. This is a BOUNDARY Survey performed in the field on O,5F Legend SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearings shown hereon ore referenced to the CIL of VENETIAN BAY CIRCLE as being N 89°59'43"E. Vertical datum is based on NGVD per Engineering construction plans by Neal H ill e r Engineering. Inc. Job Number 2001. 2. No aerial, surface or subsurface utility. installations, underground Improvements or Temporary Benchmark subsurface/aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved C L Centerline Construction plans provided by the Client unless otherwise noted, and are shown d Central or (Delta) Angle only to depict the proposed or actual difference in elevation relative to the assumed CALL CB Calculated Chord BearingtemporaryBenchmarkshownhereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client. FD. Found 7. Platted and measured distances and directions are the same unless otherwise noted. Fin.Fl. Elev. I.P. Finished Floor Elevation Iron Pipe 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) I.S. Land Surveyor Denotes Permanent Reference Monument Mea Measured 2004 Herx &Associates Inc. All rights reserved NIDW(N&D) Nail and Disk N.R. Not Radial O/S Offset O.R.B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P.C.P. Permanent Control Point PG. Page P.R.M. Permanent Reference Monument P/L Property Line P.O.B. Point of Beginning P.O.C. Point of Commencement P.I. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence R/W Right -of -Way TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certi/Ica on: Not va11d without the signature and the original raised seal of a; Ida licensed Survayor'and Mapper - Drawn by : CM PTry eets the requirements o/the Florid llnimum Technical Checked by: DPcontainedinChapteriG17-6 id Administrative Code. CERTIFIED TO: Prepored For: MORRISONRYANSOLTIJobNumber: 02-017-02MORRISONFINANCIALSERVICES OF FLORIDA. L.L.C. Scale : 1--30' UNIVERSAL LAND TITLE. INC. Plot plan performed: 03-18-04x,PLSlori182 FIRST AMERICAN TITLE INSURANCE CO. Foundation Surve 05-26-04emieniecki, P. S.M. Registered Surveyor and Mapper No. 6030 Fina1 Surey: y. 10-06-04rx, P.S.M.. Registered Surveyor and Mapper No. 6092 O RevisionsiatesInc., Stale of Florida LB 4937 CT 2004 CITY OF SANFORD PERMIT APPLICATION Permit # :_ ()-1 191 q Job Address: _I _;: Description of Work: Historic District: Zoning: Value of Work: Date: 14 .Juts` 2m Permit Type: Building Electrical K Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential lion -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 Commercial Industrial Total Square Footage: Construction Type: r of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners I Attach Proof of Ownership & Legal Description) St) A-h a \ k .cane Scg, - Phone: -_ 1,-- 9 C)1) LD A 1- — Contractor Name & Address: k'a S D`"1 . a e-y( A 1 t State License Number: DO 0 is c{_, Phone & Fa ' ht) S >nh l . Contact Person: S? yyl ` Phone: Up-- (t)Sr}tit} Le Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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 ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the ownerof the property ofthe Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _,__ Personally Known to Me or Produced ID ___ APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: them isof Florida Lien Law, FS 713 j Signature of Contrvr_ tIY i 1t Print Contr*toi*gent's Name SignaVrre of lslotatty-State of Florida Of F Contractor/ Agent is "Personally Known to Me or Produced ID Utilities: FD: Jennifer Ahrtodovw My Commission DD272800 Expires December 07 2W7 Initial & Date) (initial & Date) (Initial & Date) CD1NTY UF S[MINOLE 11o( HO-— — '_ --_ \\\ \ IMPACT FEE STATEMENT' Y ^\ ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-76046 ,: DATE: _ DiDLDING PERMIT NUM8ER L/ (CITY) C Y NUMBERx _... ... ...... UNIT ADDRESS: _____________________________ TRAFFIC ZONE: JURISDICTIONx Y)6, CITY-DF-S A FORD-----._.---' SEC: TWP: RN[}: PARCELo SUDDIVISION: . : _--------_--------- ~^-~ PLAT BOOK PA E: OWNER NAME: APPLICANTr2t ... ... ... ..... _....... ......................... ADDRESS: ----__---'-''- ---- - -- !£-'--_------------_------------- LAND USE CATE6ORY: 001 - Single Family Detached House TY[`F USE: Residential WORK DESCRIPTION: Single Family Houses Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl Knit $ 705.00 1 $ 705.00 OADS COLLECTORG NORTH 8 dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SC!|OOLS CO -WIDE O dwl 2,205.00 STATE ENT RECLIVED BY: / SIGN E _ PNEASE PRINT ) l>AW,_: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNFR AND NSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY HOl`[** ' r[RSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT,, PERGON ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/0 EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OB OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET TKE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEAL':`.; MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD DUILDING D[PARTM[NT 300 NORTH PARK AVEHUE SANFORB. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENC[ THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE N( THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF AW*Av FAMILY BUILDING w CITY OF SANFORD PERMIT APPLICATION Permit # : V I,, 9 o Job Address: I-U Description of Work: &a S% Historic District: Zoning: Value of Work: Date: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _: Addition/Alteration . Change of Service Temporary Pole _1 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 / Commercial Industrial Total Square Footage: 'o • Construction Type: GM U, # of Stories: # of Dwelling Units: 1 Flood Zone: X (FEMA form required. for other than X) 0 Parcel #: 93— % ! O— 502— 0000-4LS—_ (Attach Proof of Ownership & Legal Description) Name & Address: / Owners Na / SIC/fG5oerHH 1 I fiNE Za._M tlrC.4Np 3sPhone: „7 Z_ 2d 0 Z7 v"eS Contractor Name & Addreess:,%MEk .A /104 So rel 1Q ? 7-- State LN `7b — Phone & Fax: 6o00% 0 CContact Person: n N (Phone 40 Bonding Company: /UH Address: Mortgage Lender: N I Address: N 4 ` Architect/ Eng iineer: AddressalsW b/ur'f• 1 3d7/c'iQ Phone: 4U6% t & Application is hereby made to obtain a permit to do the wc)t`k'and installations asindicated. I certify that no wor• oY,jktallation has commenced prior to the issuance of a permit and that all work will be performed to meet Stan f dt 1 t on ction tti#frts j sdiction. I understandthat a separate permit must be secured for ELECTRICAL WORK, PLUMBING, S[GN ELy S,PO. Sf U S BOI.tHEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: i certify that all of the foregoing ttformation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR F ILURE TO RECORD A NOTIG,y OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and th a may be additional permits required from other governmental entities such as water agement districts, state agencies, or federal agencies. Acceptance of it is verification that I will notify the owner of the property of the requirements oVa w, FS 713. it Signature of Owner/ Agent D to Signature ont ate ,, N OZ = z v$ Print Owner/Ag s Print Contract G 2 U B o Signature o Notary - State F a ff Date Signatur of Notary - State of Florida DateLU m Lrf>- W:ko _ Owner/ Agentis ! Personally Known to Me or Contractor/Agent is Personally Known to Me ory. q° .• ° _ Produced I D MA _ Produced ID Nf r'ANO ATION APPROVED BY: Bldg: 6 Zoning: Utilities: FD: Initia & Date) (Initial & Date) ( Initial & Date) (Initial & Date) Special Conditions: corgi 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 DISTANCE L I S 89°59'43"W 51.75' L 2 N 89°59'43"E 51.75' LOT 48 1 LOT 54 L12 LOT 51 A" GRADING O 5.925 SO. FT o COV. 0 18.7' PORCH LOT 49 Ln 16.3LnLOT53 MODIFIED Ln DOVER 1614 1 ELEV. A.B 6 C W/ 6' GAR. REDUCTION SINGLE FAMILY RESIDENCE N FIN. FL. ELEV: 13.9 w w 8.4 5.0' 3.8 69.5D Q w Q 4.7 35.0'W Q C) O LOT 50 O J LOT 52 z 20.0' 8.4 o in o u, 90.00' LI o CIL MONROE VIEW TRAIL o 50 ' R7W) TRACT F -I N PRIVATE 1 ROADWAY N 89°59'43"E 280.56 P.C.P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50' R/W) TRACT "F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION: Lot 5 1." V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County, Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X' according to the Flood Insurance Rate Mop Community Panel Number1202890035E.Dated 04117195. City of Sanford. Community Number 120294) General Notes: b/lp l 1. This is a BOUNDARY Survey performed in the field on 1 o PD 5 EQ 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. o Denotes W iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 0 2003 Herx & Associates Inc. All rights reserved Certification: Not valid without signatur) Idainimuni the original raised seal of a Florida licensed Surveyor a dMapper This surveymeets the requirem of the FloTechni I tan s as contained in Cpa er G17-6 FAdministrative o e. r William A. Herx, P.L.S. Florida Registered Yald Surveyor No. 3182 DaraeL. Przemienlecki, P.S.M. Registered §Arveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 SETBACKS: Max Coverage - 62 Front 25' Rear 20' SITE DATA Side 5 'Corner 15' IMPERVIOUS SO. FT. _ 45% Minimum Lot Width 50' LOT SQ. FT. IMPERVIOUS AREA - 2,671 SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being N 89°59'43"E. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering. Inc. JobNumber2001. Legend Benchmark as OffsetC)Temporaryassumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book C/ L Centerline PC Point of Curvature d Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P. C.P. Permanent Control Point CB Chord Bearing PG. Page CD Chord P.R.M. Permanent Reference Monument C. M. Concrete Monument P/L Property Line EL. or ELEV Elevation (Proposed) P.O.B. Point of Beginning FINAL EL. Elevation (Measured), P.0.C. Point of Commencement FD. Found P.1. Point of Intersection Fin. Fl. Elev. Finished Floor ElevationPRC. Point of Reverse Curvature I. P. Iron Pipe PT. Point of TangencyI. R. Iron Rod R Radius L Arc Length RAD Radial Line LB Licensed Business RES. Residence LS. Land Surveyor R/W Right -of -Way Mea Measured TBM Temporary Benchmark N/ D(N&D) Nail and Disk TYP. Typical N. R. Not Radial Fence symbol (see drawing) X— X- Fence symbol (see drawing) Sketch of Legol Description This is not a Survey Drain by: CM Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot plan performed: 03-18-04 Foundation Survey: FinalSurvey: Revisions . LIMITED POWER OF ATTORNEY DATE: 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: -,- 4-9d FORA RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED T SUBDIVISION: ADDRESS: S/ e7i BKi I AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was cknowledged before me this DATE: , BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. i e rsvr()n a sf oti oaJ,z v SIGNATU OF NOTARY: NOTARY SEAL. Seminole County Property Appraiser Get Information by http://www.scpafl.org/pls/web/re—web.seminole—county_ PARCEL DETAIL seminaie County 1101 K. pint St. Sanford F7. 32171 4117t 6 7SO6 RTAI. rtiTaTL ,r Rs0 ,, kt_ rikor T4Y Rol GENERAL Parcel Id: 23-19-30-502-0000-0510 Tax District: S1-SANFORD Owner: MIORRISON HOMES Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 124 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision 4 <_1 Back > r 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 51 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOTcertified 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 7:02 PM lIQ&I Afl11Q>AAQlAA81QAQ91AlIo11fl®ln Ia1111I Iola Permit Number: U V I b 7 Prepared By Daphne Clark and P.O.Box 784283 PARYANNE MRSE, CLERK OF CIRCUIT COURT SMINOLE WMTYBK05246PG 1218CLERK' S 0 2004047649RECORDED23131IM412t5203M RECORDING FEES 6-0 RECORDED BY S O'Kelley Return To: Winter Garden, FL 34778-4283 WIFIED COPY MARYANNE MORSE NOTICE OF COMMENCEMENT. 1i8 OF CIRGI19v COURT State of Florida. - n-- County of Seminole. 6004 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. 2. 3. 4. 5. 6. 7. Description of property: Lot Number Legal Description Street Address VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. Sanford, FL 4` eneral description of improvements Owner information • ame ddress el Number Fax Number Fee Simple Title Holder Contractor: Surety: N.A. Lender: N.A. N.A. Name Address Tel Number Fax Number New single family residence Morrison Homes 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 407) 629- 0077 407) 629-5282 - H A%( F)AY,OH 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 407) 629-0077 407)629-5282: 8. Persons within the State ofFlorida designated by the Owner upon whom notices or other .documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself ; Owner designates the following to receive a copy ofthe Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year from the date of rding. Date Signed: Signature of Owner's Agent, MRM I(- IRAYu Sworn to and su gjd before me this by Maria Lisa Steiner, who is personally known to me. MY COMMISSION t DD 2101 of rotary: Notary Seal: EXPIRES: June 27, 2007 Banded Thru Budget Notary Sarvkes TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1614A Address 1 VENETIAN BAY Address 2 LOT 51 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 WTOOK supplyBuilding a.Yyip1,S11,k cornpony ORLANDO TRUSS DIVISION D BA SMYTH LUMBER CO. 2722 APOPKA BLVD. APOPKA,FL 32703 407-299-1522 FAX: 407- 99-9153 Engineer of Record ROBERT MONTH OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 tiJ Or Building Designer: Seal D e: " 23-Mar-04. ' Truss En near: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: v1 v4 V2 R24 P` R25 R19 R23 R22 R21 R3 R18 R17 R4A R5 R6 R7 R8 R9 R10 H1 f H2 H3 H3A E1 E2 C3 E3 E4 C2 C1 30 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers r 1 Is S:Vobs021Z1614A140746—d 311912004 35 7 7 cz i EI y w' I F4A F,4 F] 39'IO' Fk 4z 4' F,4 A. F.d H 1 F_ Fb F5 VI 17 4 2' V 8 F.3 GI y 4 713 13 0' 0' 6. 7 0. 5 0' EI EH 7' GL 3 TNsplacement plan slaws Dledesignationand relahue locationofeachbuss,%nenl and is to beisad n cogx¢ bonw lh tl e conespondxg buss desi. TheTau s Ers nee fs respo sAiry Ielatye to trs stnxtin tors islssoley, oI p des ign of the indlvdual Inisses, truss-lo-frus sconnections aid does mlinchide It designof any supportrlg structural alements. The bolding de sign professional has final approval ofthe truss frambg ardor buss placemen! plan. The design ofthe tenporary andpennanen I bracing, thedla phagmsystemshearwattsandstrutKralelementstoresistlateralbadsfromwindaidlasetsITscadviyis hresponsi6ililyofthe buildi des'gnpmfessional.Additionalapprovalbythebdlding WilllamM.Ranierl,PE design professlonalshatinclude,bu(nD(bekmledlo,des0IDadm,lergts,profiles, FLLic. No.42704 pilchesanddepts. 1z. 04 3/V IWIP IAIft' HACK r LN B(RO: E V2' 1•NRN,E WALLS SMYTH UUMDEF G0, FOOF Tftl')7 DIM`71ON 2722 ') OUTH AFOFKA ELVL). AFOFKA, FL. 2703 H07) 2gg - 1522 FAX ( 107) 2g9 - g153 Engineerlull Certificate of Authorization # g21p, NOTE: D a n »t MJUKCftN" ITY TO v6 Y Tnl`hfLArmwn.oi WCl Tn41 MAJ Efli 17M, FftP uN'ITmAV cim (A IJTo aEFExEaFe- cctL11 IA2e Al:+nn HTrINTEMED. WE ul't, DATE 2) M VbCI I5TWT R aR CR AIJEEEP nAivWA'I NIJUR FRT. N'TRWATCN BY 5MT-I inv, 01-W i) TrI 1£5 THAt NF ORIN dLTEFE5 WIMPMITMIZATIONMLC( rEFU$, CC MAUP AT 05TO.U5E)113Ft. BAi. I.CHADE5OF AIY M`H n.L WT rt WbPEU AfFi 1 R -Tv, rE,,vIT, VTTTTIN ( Alf^T BY'AnTH Trfh UVAlY. PFTALL): 1) L$R TO H19 EEuu01.n i F'V HWRIA, I frTNI.ATIA Mil TELFGCANI WIV FEU TO EW IYU MAWPAA FX rMweli ECA.6 INUP2) All. TUY'tb OFLIEMS TNhES AluvatEYKAUYAMAT DE u11LETELY fEO:EP a: " If ' Ta VNAEY T""5 CFTN- 5 Fn; MAD' ATE MAO45 QaMaTS NI. VW EY', TO Et ( NENTLM LI' FFA. NADYCICDEC q) 11f M LOAD NIf2Y WN L5N I. MI Tn F6 HAIL{L5 TO EE'..1,,,1 HA,14 IF, RE VAITI?W M13 Ilw+' IurEn oTItIVF.Ely• HUS26 OR THD26 I• HHUS26.2 OR TH026.2 Oc- HHUS28.2 OR THD28-2 4- HHUS48 OR THD48 i€ l• HGUS26.2 OR THDH26.2 ID- HGUS28.2 OR THDH28.2 C1)• HGUS28-3 OR THDH28-3 IP • SUUR210 OR S101210UR U• HGUS48 OR THD1K8 del- THAA22 OR MSHA22 10 TH4C422 OR MSHA221F ok HUC410 OR H04101F Lit• THJA26 OR HJC26 Ani. E55 101 SOT 51 \ E A;,D L L1014A - M..3) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X4= inia unu rmc—mcu rmun vrrruicn tnrui Lwnua a vinnvui vial auoruii[v — — I inn. . 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7 98, CLOSF 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. 2X40 2X4\ 6 1— 1 6 0-6-11 8-0-0 5X6= 2X4 (A1) 2. 5X4 (B2) L1-4-( 1_ 10-0-0 I_ 9-7-0 _I 19-7-0 Over 2 Supports R=816 U=290 W=8" R=714 U=205 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:5 FL 1 R - Scale=.3125" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M R, T C L L 20. D P S F R E F R 3 5 2-- 84 2 5 5BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200. MAD.ISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ` •;'p't PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVEPROPERLYATTACHED 3 `(!- "••• T C D L 7. 0 P S F DATE 0 2/ 1 8/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOFTRUSS DIY1510N `IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.42704 o BC DL 10.0 PSF DRW SLTUSR352 03049192 F RODUCTS. INC. SHALL 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 APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' STATE OF •Q BC LL 0.0 PSF SLT-ENG /WMR 407-299. 1 522 SPECIFICATION PUBLISHED BY THE AM ER IC A N FOREST AND PAPER AS AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I:n. Q R,O •' V T 0 T . L D . - 3 7.0 P S F S E 0 N - 14758 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THI5 DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `S YD UR . F A C . 1 .2 5 FROM S B PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION # 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1- 1995 SECTION 2. Feb 18 '03 SPACING 24.0" JREF - 1SOE352_Z11 L10141i - tt4A TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5X6= 3X6= 5X6= 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE.AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6= 5X6= ZA4ZA4i 6 r— (A) (A) —1 6 ES 9-4-0 2. 5X4 = 8X8 III B3X10 ml = 8X8 III 2. 5X4 3X6= 3X6(Al) 1 4 I r 16-8-0 'I ry 7- 0-0 I 21-0-0 _I, 7-0-0 _1 35- 0-0 Over 3 Supports R= 1135 U=349 W=8" R=2969 U=836 W=8" R=1278 U=389 W=8" PLT TYP. Nave TPI95 R Design Crit: TPI STD FLBC 6.10 p 0TY:1 FL 1 R Scale 1875" Ft. WARNING— TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND RACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CT I(TRUSS PLATE BlTRIERTOF ERFOP.M ING TMESE583 DFUNC7IONSIO DRUNLES STOTH OERN ISED I NO NC ATED. TOf1CNORDFOHALLFHAYEP PROPER LY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALf INEti.; CONNECTORS ARE MADE OF 20GA ASTH A6S3 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LDCATED OIJ THIS DESIGN, POSITION CONNECTORS PER R. O-- ww Vj/ S+ t' IC/rl t No.42704 591 STATE OF t P•• v R1o.•' T C T C BC B C T 0 T L L D L DL L L L D . 20. 0 7. 10. 0 0. 0 37. 0 0 P S F PSF PSF P S F P S F R E F R 3 5 2-- 8 4 2 5 6 S MYTH LUMBER CO. RooFTRussDtvtstoN 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407- 299-1522 FAX: 407-299-91 53 DATE 0 2/ 1 8/ 0 3 DRW SLTUSR352 03049193 S L T - E N G / W M R S E O N - 11392 D U R F A C 1 2 5 FROM S B PROFESSIONAL ENGINEERING, DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING MPONENT DESGN SH OX N. THE SUITABILITY AND USE OF THIS RESPONSIBILITY SOLELYFORTHETRUSSCOI4SPACINGS E E ABOVE J R E F 1 S O E 3 2_ 711 CERTIFICATE OF AUTHORIZATION #9218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. FER INS I/TPI 1- 1995 SECTION 2. Feb 18 ' 0 3 IL1014A - K5) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6(Al) 1-4-0 ry IHIb UW6 NKLVAKLU I-KUM L.UM)'UItli INYUI (LUAU,, & U1MtN-NIVN,,) ,UbMll itu TIT 111 3 PITH. 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-9$, CLOSE O 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. 5X6= 5X6= 2.5X4= 5X6= 9-4-0 3X6(AT) 1-4-0 h n-n I 1 7 - n - n I a -n -n J/ V— JAU— JAU— 35-0-0 Over 2 Supports— — R=1376 U=439 W=8" R=1376 U=439 W=8" PLT TYP. Wave TPI95 R D e s i g n Crit: TPI STD FLBC 6.10 OTY:2 FL 1 - - R - Scale=.1875" Ft. WARNING— TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 6B3 O'ONOFR IO DR.. SUITE 200. MAD ISON. NI 63719). FOR SAFETY FR ACT[CES PRIOR TO PERFORM NG THESE FUNCTIONS, UNLESS OTHERWISE IN0ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVESEA PROrERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F P.ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR Ohi THIS DESIGN; ANY FAILURE TO w R/ p IFIC ••. Gil- i;.E.p > N0. A1270'4 p 7 frq T 1. T C BC L L D L DL 20. 0 7. 0 10. O P S F P S F PSF R E F R 3 5 2-- 8 4 2 5 7 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 2 / 1 8 / 0 3 DRW SUTUSR352 03049194 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407- 299.1 522 FAX: 407-29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESfGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL BE ION SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZO GAASTM A663 GR 40GALV. STEEL E%C EFT AS NOTED. APPLY CONNEC TOftS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF : S C•tPf fV RQ,•' BC TOT. L L L D . 0. 0 37. 0 P S F P S F S L T - E N G / W M R S E O N 11343 D U R F A C . 1.25 FROM S B PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORTL%TION #9218 DRAWINGS 161 A-Z. THE SEAL ON THIS DRAWING IN IC AT ES ACCEPTANCE OF rROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TrI 1-1995 SECTION 2. _ Feb 18 '03 SPACING 24.0" JREF 1SOE352_Zll 11014A - Kb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC 3X6 (A1) 5X6= 2X4III I n1J Uwu rrrc tr Hn oU rnurl 1.UPIrUICn ilvrul LwMUz n UIME 1131 Ull I) JUOPILI ICU DI t —0 I 11- 120 MPH WIND, 12.06 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. C'fZ' 2X4 2X4# 6 r 1 G 9-4-0 5X6= 3X8= 5X6= 3X6(A1) 1-4-0 1-4-0ry 1_ 11-0-0 I_ 13-0-0 _1_ I1-0-0 _I LE 35-0-0 Over 2 Supports R=1376 U=436 W=8" R=1376 U=436 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M Rq T C L L 20.0 P S F R E F R 3 5 2-- 8 4 2 5 8BRACING. REFER TO HIB-91 (HANDLING INSTAL LI Nf. AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 683 D'UNCFIRTIONDR., ESITE HER SE INDI WI TOP C , FOR SAFETY PRACTICES PRIOR TO `:G T C D L 7.0 P S F DATE 0 2 / 1 8 / 0 3 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 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 d No. 42704 : BC DL 10.0 PSF DRW SLTUSk352 0.3049195 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * ; 1 f 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND B C L L 0 . O P S F S L T - E N G W M R APOPKA.FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' STATE OF / 407. 299-1 522 SPECIFICATION PUBLISHED BY THE API ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE(V IFAX: 407-299.91 53 CONNECTORS ARE MADE OF 2OGA ASTM A613 CR40 6ALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO • RIC,.' TOT . L D . 37.0 P S F S E Q N - 11399 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,•"•". PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ' PPPD U R F A C 1 .2 5 FROM S B RESPO NUBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 ANSIONENT1FOP. ANSECTIOICULAR BUILDING IS THE RESFONSI8ILITY OF THE BUILDING DESIGNER. PER F e b 18 '03 SPACING 2 4. 0 II J R E F - 1 S O E 3 I2_Z 11 L1014A - K / ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC HIS DWG PKEPAKEU FKUM CUMPUItK 1NPU1 (LUAU) & U1MtNJ1UNJ) JUHMIIItU by IKUJJ MFK. 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-9L>., CLOSF D 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. 5X6= 2.5X4= 5X6= 5X6% 5 X 6 6 r 6 9-4-0 2X4111 5X8= 5X8= 2X4III 3X6(Al) = 3X6(Al) 1-4-0 1-4-0 i 1z-n-n I o -n -n I 1z-n-n I i< 35-0-0 Over 2 Supports R=1376 U=434 W=8" R=1376 U=434 W=8" PLT TYP. Wave TPI95 R D e s i g n Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale=.1875" Ft. WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING ANO BP.ACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAOISO N. NI 53713). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M RA- 1// CCFI C''• p; 'q •• FT T C T C L L D L 2 0. 7. O 0 P S F P S F R E F R 3 5 2-- 8 4 2 5 9 DATE 02 1 8 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G i4 DRW SLTUSk352 03049136ROOFTRUSSDIVISIONIMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No. 4Z%OAF L ist BC DL 10.0 PSFPROOUCTS•. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S L T - E N G W M R2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S FAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OAF = 407-299-1 522 SPEC Fl ATCONNECTORSIAREON PMADESOFD20GA7ASTMHE AMA653ERICAGR40RCAA`V. N TEELPAPEREXCEPTIASINOTON)ED. TAPPLYALPINE CONNECTORS l• TOT PSF SEON 11346 FAX: 407-299-91 53 TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i'•. QR10r.• LD. 37.0 D U R F A C 1 5 FROM S B DRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONALENGINEERINGCERTIFICATE OF AUTpiORRATION #92.18 RESPONSIBILITY SOLELY FOR THE TRUSS C0MPONE NT DESGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2 F e b 18 'Oj 2 SPACING 2 4. 0 J R E F 1 S O E 3 5 2 Z 1 1 L1O14A - KO) I nf3 UK rHLFAKLu rKurt LurruirK ItYrUI 1LUAU3 Ot Uil9LJV31UIV3) .UDrilI ILL) DI IMU33 rlr M. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 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. 3X6 (Al) 5X6= 5X6= 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6% 5 X 6 6r— 6 A) (A) 9-4-0 2X4111 5X10= 5X6= 9vdIII 3X6(Al) 1-4-0 1-4-0 ry 1— 15-0-0 _1_ 5-0-0 _1_ 15-0-0 _I 35-0-0 Over 2 Supports R=1376 U=432 W=8" R=1376 U=432 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL - 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND Rw - T C L L 2 0. 0 P S F R E F R 3 5 2-- 8 4 2 6 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ry_AIINSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISO N, Wl 53719). FOR SAFETY FR ACTICES PRIOR TO ` •; •A't FICww•'• c- pPERFORMINC, THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 3 rc; 'T..jE T C D L 7.0 PSFF DATE 0 2/ 1 8/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED d No. 42704ROOFTRUSSDIVISIONPRODUCT.`., INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * 1 l C BC DL 10.0 PSF DRW SLTUSR352 0304-4197 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORhIANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 7{ 7C APOPKA,FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ° STATE OF • BC LL 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE-•S•j407-299-1 522 CONNECTORS ARE MADE OF 20GA ATM A653 GR 40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO /: •4 O RlO `''• T 0 T . L D . 37.0 P S F S E 0 N - 11351FAx: 407.299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C ~ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `s Na D UR. F A C. 1.25 FROM S BPROFESSIONALENGINEERING, RESPON51BIL I TY SOLELY FOR THE TRUSS COMPONENT DESIGN SH ONH. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, FER F ,b 18 bANSI/TPI 1.1995 SECTION 2. SPACING 24.0" JREF - iS0E3 j,2_7-11 k1014A - KJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 C,ONTINUOUS 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. 3X6 (Al) _ 5X6= 5X6= IM1J UKU rKtrAKtU rKUri L.UI'IrUICR 111r 1 )LUMUJ U V11"IL IYJI VIYJJ JUDI'III ILL, Ul n 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-9&, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4 52. 6 r 5X6 % 6 5 X 6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6 (Al) = 1-4-0 1-4-0 ty y I 17-0-0 OL 17-0-0 _I LE 35-0-0 Over 2 Support R=1376 U=429 W=8" R=1376 U=429 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL - 1 - R Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M. R T C L L 20 . O P J F R E F R 3 5 2-- 8 4 2 6 1BRACING. REFER TO HIB-% (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE R, INSTITUTE. 583 O'ONOFR IO DR., SUITE 200, HAD ISO N. WI 53719). FOR SAFETY PRACTICES PRIOR TO FERF0 P,MING THESE FUNCTIONS. UNLESS OTHERWISE INOICA TED, TOP CHORD SHALL NAVE PROPERLY ATTACHED tIF L`.9j.; F T C D L 7. 0 P S F DATE 0 2/ 1 8/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'f J ii00FTRUSS IV1610N-,-IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 BC DL 10.0 PSF DRW SLTUSR352 03049198' FROOLICTS, INC. SHALL 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 S 4 B C L L 0 . O P S F S L T - E N G / W M RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF SPECFECIF (CATION PUBLISHSHE BY THE AMER ICAH FOREST AND FAfER ASSOCIATION) AND TFi. ALPINE••.• 407-299-1522'TEEti OR`O'•A f LCONNECTORSAREMADEOFZOGAASTMA653GR40GALV. L, EXCEPT AS NOTED. APPLY CONNECTORS TO s. / T 0 T . L D . 3 7 . 0 P S F S E Q N - 11354 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n ••... ...• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DP. AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENL;INEERIIS sS/pNA l ' D U R . F A C . 1 .25 FROM S B RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESiGN SHONN. THE SUITABILITY ANO USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOP. ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING BES[GNER, PER F e b 18 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1SOE352_Zll L1014H - Kill TOP CHORD 2x4 SP #2 BOT CHORD 2x4 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. 3X6 (Al) G'f[€ Ini3 VYIU rKCrHK[u rKvri urlrui[K inrui kwu— n ou ,- u of ion. 120 MPH WIND, 13.69 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. 2.5X4 2.5X4 6 5X6 % 5 X 6 A) (A) 9-4-0 5X6= L:VO 5X6= 3X6(Al) 1-4-0 1-4-0 ry t I_ 17-6-0 _I_ 17-6-0 _I fE 35-0-0 Over 2 Supports R=1376 U=429 W=8" R=1376 U=429 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:B FL - 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INAND BRACING. REFER TO HIB-91 (Hh NDLING INSTALLING AIID BRACING). FUBLI SH ED BY TPI (TRUSS FL ATE I NST[TUTE, 583 D'ONOfR10 R. SUITE 200. MAOISOX, XI 53719). FOR SAFETY PRACT iC ES FR IOR 70 F ERFORMING THESE FUNCTIONS. URLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A FRO PER LYATTACHED RIGID CEILING. IIMPO. RTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F ROOUCTS. 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. THISDESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF 1C Ai lON PUBLISHED BY THE AIAER ICAN FOREST AND PAF EA ASSOCIAT1011) 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 ORAWING5 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESFO N7'IBILIT Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THIS l IYIV, G C P i:F f ND.4.1704 1 STATE OF S Q' yQR%. •a sroNa T C T C BC BC T 0 T L L D L DL L L. L D . 20. 7. 0 10. 0 0. 37. 0 0 P P PSF 0 P P S F S F S F S F R E F R 3 5 2-- 8 4 2 6 2 S MYTH LUMBER CO. ii00FTRUS5DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-7 522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING.,. DATE 0 2 / 1 8 / 0 3 DRW SLTUSR352 0.3049199 S L T - E N G W M R S E Q N 11357 D U R . F A C . 1 . Z 5 FROM S B CERTIFICATE OF AUTHORIZATION #921a COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESFONSI91IITY OF THE BUILDING DESIGNER, FER ANSI/TPI 1-1995 SECTION 2 F e b 1 8 SPACING 7 2 4. 0" J R E F i S O E 3 5 2 Z 11 kI IU1'+/\ - R1/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T2, T3 2x4 SP #1 Dense: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 120 MPH WIND, 11.06 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. 5X8= 5X6= 2.5X4= 5X8= T2 T. 6 r- 1 6 5X6= 3X8= 5X6= 2X4111 3X6(Al) = 3X6(Al) 1-4-0 1-4-0 ry rrr Lr 7-0-0 I 21-0-0 I 7-0-0 1 LE 35-0-0 Over 2 Supports 'I R=1376 U=441 W=8" R=1376 U=441 W=8" 9-4-0 PLT TYP. Wave TPI95 R Desi gn Crit: TPI STD FLBC 6.10 QTY:l FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F- R 3 5 2-- 8 4 2 6 3BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE i NSTITUTE, 083 D'DNOFRIO DR., '.UITE 200, MADISO N, NI 53719). FOR SAFETY PRACTICES FR TOR TO '• C PERFORMING THESE FUNCTIONS. UNLESS DTHERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 3`lp 7+:• T C D L 7.0 P S F DATE 0 2/ 1 8/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Nu, 4r1704 v RooFTRussDtvtStoN —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * 1 : 1g BC DL 10.0 PSF DRW SLTUSR352 03049200 FR ODUCTS. INC. SHALL NOT BE RESPOHS ISLE FOP. AHY DEVIATION FROM THIS DESI GM; ANY FAILURE TO 7C 7C 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i STATE OF •`, B C L L 0 . 0 P S F S L T - E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN . Ai v 407-299-1 522 SPECIFICATION PUBLISHED BV THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 4 Q R,0 `'• • CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL4. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOe•-.`•.,,,, T 0 T . L D . 37.0 P S F S E O N - 1475 0 FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM S B RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION#9218 COMPONENT FOR ANY FART ICULAR BUILDING IS THE RESFONS 18 IL I TY OF THE BUILDING DESIGNER. PER Feb 18 '03 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1SOE352_Z11 Z1614A - R18) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x4 SP #2 :B2 2x4 SP SS Dense: WEBS 2x4 SP #3 1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X10(B3) = 1-4-0 H 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. HS1018 = 2. 5X4 = 7X6= 2.5X4 = R=2116 U=609 W=8" 35-0-0 Over 2 Support HS1018 9-4-0 3X10(B3) 1-4-0 h 5-0-0 _I R=2116 U=609 W=8" PLT TYP. High Strength, Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 0TY:1 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND • T C L L 20.0 P S F R E F R 3 5 2-- 84 2 6 4BRACING. REFER TO HIR-91 (HANDLING INSTALLINC AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ` .... INSTITUTE, 503 D'ONOFP.IO DR.. SUITE 200, MAOISO N, NI 53119). FOR SAFETY PRACTICES PRIOR TO Q •C4- lPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, i0P CHORD SHALL HAVE PROFERIY ATTACHED P _ ;•- T C D L 7.0 P S F DATE 0 2/ 1 8/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 NO.42%O4 ROOF TRUSS DIVISION —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FO BC DL 10.0 PSF DRW SLTUSR352 03049201 RDUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR 014 THIS DESIGN: ANY FAILURE TO TC 272250vniAPOPKABLVD. BUILD THE TRUSSES (N CONfORI1ANCE NI7W TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND STATE OF BC LL 0.0 PSF SLT-ENG /WMRAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN L 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND FAF E0. ASSOCIATION) AND TPI. ALPINE ^ R`P ' VCONNECTORSAREMADEOFLOGAASTPIA653GR406ALV. STEEL. EXCEPT AS NOTED. AFFLY CONNECTORS TO •.,.... ..T 0 T . L D . 37.0 P S F S E 0 N - 1478 7 FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS BESI CN, POSITION CONNECTORS PER ••• PROFESSIONAL ENGINEERING,, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ss NA`F' D U R . F A C . 1.25 FROM S B RESPORISIBILITYSOLELYFORTHETRUSSCOMPONENTDESGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAU7HORI]LATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 18 '03 SPACING SEE ABOVEJ JREF - 1SOE352_Z11 ANSI/TPI 1-1995 SECTION 2 L1014A - K1y) e I H I J UWb NHLfAKLU -KUM LUMFUI tK 1IVYU1 lLVAU3 a ulrlt I 3ut)miI Itu oI Inuzo rlrn. TOP CHORD 2x4 SP #2 :1-2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 5X4= 120 MPH.WIND, 10.31 FT MEAN HGT, ASCE 7-9$, CLOSEAD 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. 2.5X4= 6 T T 2-4-3 9L 0 ffl 2.5X4= 60= 2X41112.5X4(A1) L1-4- 20-0-0 Over 2 Supports R=836 U=294 W=8" R=725 U=220 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.3125" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND r BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. Aww T 1. L L 20.0 P S F R E F R 3 5 2-- 84 2 6 5 INSTI TUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO --.•••••. ' IFERERMINGTHESEFUNCTIONS. UNLESS OTHERWISE iND ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED `V• '(FI C,4 '•I T C D L 7.0 P S F DATE O 2 / 1 8 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOFTRUSSDIVISION —IMPORTANT— OD,INN FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j ND.427O4 BC DL 10.0 PSF DRW SLTUSR352 0.3049202PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 12722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 BC L L 0.0 P S F S L T - E N G W M RAPOPKA, FL 32703 BRACING Of TRUSSES. THIS DESIGN CO Nf OR PIS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF / SPECIFICATION PUBLISHED DY THE AMER ICAN FOREST AND FAFER ASSOCIATION) AND TPt. ALPINE407-299-1522 % & A CONNECTORS ARE tdADE OF 20GA ASTM A65J GR40 GALY, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ` TOT . L D . 37.0 P S F S E Q N - 1470 3FAx: 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ..Q••< q R1Q PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ys/nNA D U R . F A C . 1.25 FROM SBRESFO DRAWINGS SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS [/ v CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 1 SPACINGANSI/TPI 1-1995 SECTION 2. 2 4.0 " J R E F - 1 S O E 3 5 2 Z 1 1 k4lb14A - KZ1) Info Uwu rnLr—CU rwurl wrlru—n —ruf I--' n ii i. na/ . , ," ' ,''". TOP CHORD 2x4 SP 2 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP k2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP k3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4(A1) 5X4= 2X4o 2X40 6 F— 1 6. 8-0-0 2X4(Al) 1-4-0j L1-4 0 10-0-0 i 10-0-0 1 20-0-0 Over 2 Supports R=821 U=285 W=8" R=821 U=285 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL - 1 R - Scale=.3125" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INAND BRACING. REFER TO HIP-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. H83 D'ONOFRIO DR., SUITE 200. 14ADISpI WI 537191, FOR SAFETY PRACTICES PRIOR TO F ERFORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED. i0P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILI Nh. IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT$, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 7P1; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND PRACING OF TRUSSES. THIS DESIGN CO NF ORIIS NITH AP PL[CABLE PROVISip NS• OF NOS (NATIONAL DESIGN SPECIFICATION FUBLISHEO BY THE AFTER ICAN FOREST AND PAPER ASSOC IATIO NI AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 6ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER RA _ G tIFIC;Qr0 ?- t FND,aY%Oa " STATE OF ;t_ w, Pr V OR10,•• Q PT C T C BC BC TOT L L D L DL LL L D . 20. 0 7. 0 10. 0 0. 0 37. 0 P P PSF PSF P S F S F S F REF R 3 5 2-- 8 4 2 6 6 DATE 0 2/ 1 8/ 0 3 S MYTH LUMBER CO. ROOFTROSSDIYIS( ON 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-299-9153 DRW SLTUSR352 03049203 SLT- ENG WMR S E O N 14713 D U R FA C . 1.25 FROM S B PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHOR17ATION 609218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER. ANSI/TPI 1-1995 SECTION 2. ryAL Feb 18 ' 03 SPACING 24.0" JREF 1SOE35,2_Zl.i L1014A - KL[) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X4= 5X4= I M1 3 UNU VNLFAKtU tKUr1 L.UPIHUItK IPIFUI LLUAUJ 0. U1 PIL.INJ IVJ) 3UDI-11I ILU al IMU 3 rlr N. 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-9a, CLOSENP 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 6 1 6 8-0- 0 5X4= 2X4( A1) = 2X4(A1) = L1-4- y L1-4-2;f 1— 9- 0-0 _1_2-0-0_1_ 9-0-0 _I 20-0- 0 Over 2 Supports R=821 U=282 W=8" R=821 U=282 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:l FL - 1 - R - Scale=.3125" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING, AND BRACING), PUBLISHED BV TFI (TRUSS PLATE R T C L L 20.0 P S F R E F R 3 5 2-- 8 4 2 6 7 INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISO N, WI 53719). FOR SAFETY FR ACTICES fR IOR TO p PERFORMING THESEFUNCiIONS. UNLESSOTHERWISE IND ICA7ED. TOP CHO P,DSHALL HAVE PROPER LY ATTACHED :•F1 C.qF TC D L 7.0 P S F DATE 0 2 / 1 U / 0 3 S MYTHLUMBERCO. STRUCTURAL PANELS. ROTT011 CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " V T((, - IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED / ROOF TRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR014 THIS DESIGN; ANY FAILURE TO S No.42704 B DL 10.0 PSF DRW SLTUSR352 03049204 2722 SOUTH APOPKA SEND. BUILD THE TRUSSES IN CONFORMANCE WITH TFI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND p B C L L 0. 0 P S F S L T- E N G W M RAPOPKA, FL32703BRACINGOFTRUSSES. THIS DESIGN CONF OR WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN GN STATEOF / PEC IFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATiON) AND TPI. ALPINE 407-299-1522 ti 'c P V TOT.LD- 37.0 PSF SEQN - 14794 CONNECTORS AREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO . A•. R,O• FAX: 407.299.91 53 EACH FATE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEP. `[l' n PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAM AWING INDICATESACCEPTANCE OF PROFESSIONAL ENGINEERING i7 A1 1 D U R F A C - 1.25 FROM S B R ESFONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 'r F CERTIFICATE OFAUTHORIZATION # 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb1 8 ANSI/TFI 1-1995 SECTION 2. SPACING 24.0" JREF - 1SOE352_Zll L1b14A - KZ3 I HI,, UYIb rKtrAKtU rKurl uuPlruI tK IINrUI (LUAU,, n UIFIt NV,IUIV3) 3UUI'Ii IIrU rI IKu33 rirrc. TOP CHORD 2x4 SP #2 :T2 2x4 SP SS Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 3X8(B1) =. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 21.46 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.46 TC 315 LB Conc. Load at 7.06, 12.94 TC 163 LB Conc. Load at 9.06, 10.94 BC 459 LB Conc. Load at 7.00, 13.00 BC 73 LB Conc. Load at 9.06, 10.94 4X6= 4X8= T2 6 1-- 16 8-0-0 I,YA 2 X 4 111 3X8 (B1) L1-4-0 _l-4-1 7-0-0 6-0-0 7-0-0 IEE 20-0-0 Over 2 Support R=1830 U=923 W=8" R=1830 U=923 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale=.3125" Ft. WARNING— TRUSSES REOIJIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONDFRIO DR., SUITE 200, MAD ISON, WI 5371?). FOR SAFETY PR ACiiCES PRIOR TO FERFORMING THESE FUNCTIONS. UNLESS OTHER NISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F cw'•. jGv "T% :Ifi j ND. 42704 S qypn TC TC 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 4 2 6 8 S MYTH LUMBER CO. RooFTRusSDrvlstoN DATE 0 2 / 1 8 / 0 3 DRW SLTUSR352 03049205 S L T- E N G W M R2722SOUTH L OPKA327 BLVD. APOPKA,FL 32703 407-299-1 522 FAX: 407-299 97 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 BRACIINGHOFTTRUSSES. USSES IN COTHORMDESIGNNCE WITH CONFORMSOWITHAAPPLICABLE PROVVISIHANDLING. ONSSHIPPING, NATIONALINSTALLING DESIGNSPECIFICATION PUBLISHED RY THE AMER51CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALY. STEEL, EXCEPT AS NOTED. APPLY CONVECTORS TO EACH FACE OF TRIJS S, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST TIONCONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING P. ESPON;,IBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION L. 1, STATE OF j• Q I op:• v s < Om I ....» t A Feb 18 O3 B C TOT. L L L D . 0. 3 7.0 0 P S F P S f S E 0 N 11437 D U R . F A C • 1 .25 FROM S B SPACING ACING2 4.O R E F - 1 S O E 3 5 2 —Zll L1014A - KL4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Wedge 2x6 SP #2: 1 HIP SUPPORTS 2-11-15 JACKS WITH NO WEBS. 5X4= 5X4= 6F— 1 6 n 2X4 III 2X4 III n 2X4 (Al) = 2X4(Al) 3 X 10 III L<1-4 Oyes-0-J LE1-4-OY 1_ 2-11-15 _1-1-8-1-1_ 3-0-0 _1 7-8-0 Over 2 Supports R=486 U=268 W=3.5" R=359 U=199 W=3.5" I M1 J UWU FKtrAKtU rKUM l,UriYU i rM 11—U i ELvrvo n iv wo) -D- ILL, D 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-9F, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 12-0-0 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL - 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING).' PUBLISHED BY TPI (TRUSS FLA TE Wl PERFORMING THESIOR TOEINSTITUTEDFUNCTION . UNLESSTOTHERWISEDI110 GATED, TOPSONICHORDFSHALLFHAVEFPROPEREYAICESTTACHED STRUCTURAL rANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO RA. 7/jI I ` ' AtIFIC,gr : ' i f N0.42704 pppY T C T C BC L L D L DL 2 0. 7. 10.0 O 0 P S F P S F PSF R E F R 3 5 2-- 8 4 2 6 9 DATE 0 2/ 1 8/ 0 3 S MYTH LUMBER CO. ROOF TRuss DIY1510N DRW SLTUSR352 03049206 S L T - E N G / WM R2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407- 299-1522 BUILD THE TRUSSES IN CONFORMAtJCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLI NC, AND BRACING OF TRUSSES. THIS DESIGN CONFOP.MS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Sf ECIFICATIONPUBLISHED BY THE AMER ICAN FOREST ACID FAf EP. ASSOCIATION) AND TPI. ALPINEi.'c OFi1CP? CONNECTORSAREMADEOF20GAASTMA653GF40GAL,, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO s STATE OF BC T 0 T L L L D 0. 37 0 0 P S F P S F S E ON 14760 FAx: 407.299-91 53 EACH FACE OF TRUSS, AND UNLESS OTH ERHISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1 2 5 FROM S B PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORIZATION #k9216 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINI'. P.ESFON S IBI LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR. BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2 F p b 18 'u 3 SPACING S E E ABOVE, J R E F 1 S O E 3 5 2 Z 1 1 L1b14A - KZb I H1) UWL, FKLVAKLU YKVPI L.UPII'UILK IIYYUI (LUAU3 Ti UI-ILIY31VN,3) 3U61'I11ICU oI IMU33 I- - TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Wedge 2x6 SP #2: Z9[€ 120 MPH WIND, 12.94 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. 6 F— l6 12-0-0 2 X 4 III 2X4(A1) = 2X4(Al) t<1-4-0 0 y L<1-4-OY l_ 3-10-0 _I_ 3-10-0 _l 7-8-0 Over 2 Supports-- > R=418 U=290 W=3.5" R=312 U=193 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:3 FL 1 - - R - Scale =.375" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND R TIC L L 2 0.0 P S F R E F R 3 52BRACING. REFER TO HIB-91 (HANDLING INSTALLINF AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAOISON, Wf 5371?). FOR SAFETY FR ACTICES PRIOR TO (t F -'•, OFERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE FROFERLY ATTACHED ('- C'4 d•e TIC D L- 7.0 P S F DATE 0 2 1 8 D 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTT011 OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILINL;. rG Y l l RooFTRusSDIVISloN ;IMPDRTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 No.4270%i BC DL 10.0 PSF DRW SLTUSR.352 03049207 PRODUCTS, INC. SHALL 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 B C L L 0 . P S F S L T - E N G WM RAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFOP.MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ° STATE OF L 407.299-1 522 SPECIFICATION PUBLISHED BY THE AHER CAI FOR 0.ND PAPER ASSOCIATION) ANO TPI. ALPINE• Pld•V FAX: 407-Z99-9153 CONNECTORS AP.E MADE OF 20GA AST A653 GR40 GALV. ED STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO / . O R,Oc••' T 0T . L D . 37.0 P S F S E Q N - 14762 DRAWINGSEACH FA 160 TRUSS, ATHEND USEALJ ONT THI SIDRAW SE OINCT I NDOCATESSACCCEPTANCE0OF PROFESS IONAOLR ENGI NEER ING • w•• Y rCR PROFESSIONAL ENGINEERING RESFONTO BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D UR F A C . 1.25 FROM SB CERTIFICATE OF AUTHORIZATION #9EIS ANSIONENT1F0OR A"ECTIONCIZIAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER. F eb 18 ' 03 S P A C I N G 2 4. 0" J R E F - 1 S O E 3 5 2_Z 1 1 L1014A - V1) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS 6 F— 3X4= 2X4(D1) = 6 2X4(D1) 12-4-3 1— 2-0-0 _I_ 2-0-0 _1 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 I MII u wu P'K Cr AK Cu fR VPI tvr-,Ur , k , . . v" 120 MPH WIND, 12.99 FT MEAN HGT, ASCE 7-9$, 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 TPI95 R D e s i g n Crit: TPI STD FLBC 6.10 0TY:2 FL - 1 R - Scale =.375" Ft. WAR PIING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND • lQA - T C L L 2 D. D P S F R E F R 3 5_2 -- 8 4 2 7 1BF.ACING. REFER TO HIB-91 (HANDLING INSTALLING AND BR AC[Nf.), fUBLI SH ED BY iFI (TRUSS PLATE Tjjl INSTITUTE, 583 D'ONOFRIO DR., SUITE ZOO. MADISON, NI 53719), FOR SAFETY PRACTICES PR [OR TO Z F C,q''•, FERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND [GATED. TOF CHORD SHALL HAVE PROPERLY ATTACHED V T C D L 7.0 P S F DATE 0 2 1 8 O 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPER LY ATTACHED RIGID CEILING. t No. 42704 RooFTRussDlvlsloN —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW SLTUSR352 03049208 FP.ODUCTS, INC. SHALL 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 STATE OFAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L 0.0 P S F S L T - E N G IJM R 407-299-1 522 SPECIFICATION PUBLISHED OY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S a P.r FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20C,A ASTM Al53 GRAD GAL V. STEEL, EXCEPT AS NOTED. AFFLY CONNECTORS TO A f y, R,,•• T 0 T . L D . 37.0 P S F S E Q N - 1144 6 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THfS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D D U R . F A C . 1.25 FROM S BRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 18 '03 SPACING 24.0" JREF - 1SOE352_Z11ANSI/TPI 1-1995 SECTION 2 L1b14A - VZ M1J UWU FKLFAKLU LKUP1 U)MFUILK 1NFU1 (LUAU) h U1PILNJ1UNJ) JUGM111tU ISY IKUJJ MYK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X4= 61 16 2X4(Dl) 2X4(D1) 2 X 4 III 1— 4-0-0 _1_ 4-0-0 _1 8-0-0 Over Continuous Support R=74 PLF U=27 PLF W=8-0-0 120 MPH WIND, 12.49 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. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 OTY:l FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TFI (TRUSS PLATE R T C L L 20.0 P S F R E F R 3 5 2-- 8 4 2 7 2 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHENNLSE INDICATED, 70P CHORD SHALL HAYE PROPERLY ATTACHED xlx, IFI C' •i SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T C D L 7. 0 P S F DATE 0 2/ 1 8/ 0 3 ROOFTRus5DrvI51oN "IMPORTANT` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ! No.42704 I BC DL 10.0 PSF DRW SLTUSR352 03049209PROQUCTS, INC. SNAIL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 70 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TF 1: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 7C APOPKA.Fl- 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN QSTA EOF ,-tom BC LL 0.0 PSF SLT-ENG /WMR 407. 299-I 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299 5153 CONNECTORS ARE MADE OF 20GA AST' A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY L'ONNECTORS TO(/ Q R,O ,•'T 0 T . L D 37.0 P S F S E 0 N - 1143 3 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .,•.,` PROFESSIONAL ENGINEERING RESPON4IP IL0TY SOLELY TFORSEAE OT RUiS ISO MPONENG DEOIGNTSHO WNCEPTA'CE OF TABILITYOAND USEIOf ETHNS s/I At D U R . F A C 1 . 25FROM S B CERTIFICATE OF AUTFIORRATION #9'G'18COMPONENTFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F N b 1 ANSI/TPI1 "" SECTION . SPACING 24.0" JREF - 1SOE3%2_Z11 S L1014A - V4 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 6(— j6 2X4 (Dl) = 2X4 (D1) 0-0-8 2 X 4 III IL 3-10-0 _1_ 3-10-0 _1 7-8-0 Over Continuous Support R=74 PLF U=28 PLF W=7-8-0 1111J UINLI HKtF'A KtU YKUI"I L,vmwuitn iry Ui LLU— U U I I Ll—IV 14-1) JUDI-I11 I— Di I RU 0 1 11 120 MPH WIND, 13.43 FT MEAN HGT, ASCE 7-98, CLOSE,O BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 0-0-8 12-3-11 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 44stQTY:l FL 1 - R - Scale =.375" Ft. WARNING"" TRUSSES REQUIRE EXTREI4E CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND D RACING: REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISH EO BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR.. SU i7E 200, MAOISO N. WI 53719). FOR SAFETY FRACTICES FR TOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL. HAV EPROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, kIi4POR TANT NC FURNISH A COPY OF THIS DESIGNC,N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDNEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A T F(,'w •• i V • it t NO.4Z%Q4, '*I1: *Y7C7C T C T C BC L L D L DL 2 0. 7.0 10.0 0 P S F P S F PSF R E F R 3 5 2-- 84 2 7 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 2/ 1 8/ 0 3 DRW SLTUSR352 03049210 S L T - E N G / W M R272250LITHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACINL: OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 C,R40 GALV. STEEL, EMCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TP, USS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i STATE OF - sOR,O `,•1n'..,• ,. VVS/rye,t BC TOT L L L D . 0.0 37.0 P S F P S F S E Q N 14804 D U R F A C . 1.25 FROM S B PROFESSIONALENGINEERINGCERTIFICATE OFAUTHORFZATION#921B DP. AWING`, 160 A-Z. THE SEAL ON THIS DRANINO INDICATES ACCEPTANCE OF PP.OFESSIONAL ENGINEERING R ESFONSIBILI TY SOLELY FOR THE TRUSS COME 0NENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. YYry 44 Feb 18 '03 SPACING 24.0" JREF 1SOE352_711 L1014A - H1J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-0-1 L< 1-10-10 -1E 9-10-1 9-10-1 Over 3 Supports R=400 U=223 W=10.564" 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. 1 10 3 R=152 U=180 3-9-14 0 R=386 U=180 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB91 (NANOU NG INSTALLING ANO BRACING), PUBLISHED BY TFI (TRUSS PLATE INSTITUTE. 583 D'ONO FRID DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F ROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO qytFC' FT 4y 1 No. 42704 Rb y: ;*I7C7S T C T C BC L L D L DL 20.0 7.0 10.0 P SF P S F PSF R E F R 3 5 2-- 8 4 2 7 4 DATE 0 2 / 1 8 / 03 SMYTH LUMBER CO. ROOFTRl155DIVI510N DRW SLTUSR.352 03049211 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH Tf 1: OR FABR 11A1I 11. HANDLING, SHIF"'G. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AFPL (CABLE PROVISIONS OF NOS (NATIONAL BESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TFI. 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 TH15 DESIGN. POSITION CONNECTORS PEP, STATE OF ti A (( OR`OPr BC T 0 T LL L D . 0. 0 37. 0 PSF P S F S E 0 N 11389 D U R F A C . 1.25 FROM S B PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #018 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPON IBILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. YY DD Feb lA ' 03 SPACING S E E A B O V E J R E F 1 S O E 3 5 2_Z 1 1 L1b14H - nC) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 y 7— LX4 (AI) = 2X4 III L.E 1-10-10 1-9-14i-"E 5-3-0 7-0-2 Over 3 Supports R=683 U=423 W=8" LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.92 to 54 PLF at 7.01 BC From 4 PLF at -1.92 to 4 PLF at 0.00 BC From 20'PLF at 0.00 to 20 PLF at 7.01 TC 93 LB Conc. Load at 4.31 BC 93 LB Conc. Load at 4.31 11-10-3 R=101 U=180 2-9-14 1-- 0 R=32 U=180 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R - Scale =.375" Ft.. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 8 4 2 7 5BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFR IO DR.. SUITE E00. MAOISO N, WI 53719). FOR SAFETY FF.ACTICES PRIOR TO •'t F C9 '• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .. c; T : TC D L 7.0 P S F DATE 0 2/ 1 8/ 0 3 S MYTH LUMBER Co. STRUCTURAL PANELS, BOTTOM CHORD `.HALL HAVE A PROPERLY ATTACHED RIGID CEILING. j Noy 427 4 ROOF TRUSSDIYISION "`IMPORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1: BC DL 10.0 PSF DRW SLTUSR352 0.3049212 PRODUCTS, INC. SHALL NOT BE RESPONSIBLENSiBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 7C 7C 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND STATE 4F ; 4 BC LL 0.0 PSF - SLT-ENG /WMR APOPKA, FL 32703 BRACING OF TRUSSES. THIS OES16N CONFORMS WITH APPLICAP LE FROVISIOIJS OF PIPS (NATIONAL DESIGN A 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND FAFER ASSOCIATION) AND TPI. ALPINE • FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA A`.T11 A653 GR40 L;ALY. STEEL. E%LEFT AS NOTED. AFFLY CONNECTORS TO e'•..4T 0 T . L D . 37.0 P S F S E Q N - 14798 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V D D U R F AC. 1.25 FROM S B RESPONSIBILITYSOLELYFORTHE -TRUSS COMFONE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS c 7 CERTIFICATEOFAUTHOREEATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 18 '.0 3 SPACING 24. D" J R F F - 1 J D E 3 5 2 Z 1 1 ANSI7TPI1-1995 SECTION 2. L1014A - HI) h1J UWU NKLPANLU ILKUM LUMFUILK 1NFUI (LUAU) n U1MtNJ1UNJ) JUb M1IItU by IKUJJ MILK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 16 3 R-37 U=180 1-9-14 1-0 R=18 U=180 Lo 1-1010 ?Q 4-2-15 5-1 E-4-2-3 Over 3 Supports—{ IR=97 PLF U=102 PLF W=1-9-2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:l lFL 1 - R - Scale =.375''Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M e T 1. L L 20. 0 P S F R E F R 3 5 2-- 8 4 2 7 6BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TFI (TRUSS PLATE 7 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO f ER FOfi MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ; LSC.4f.: T C D L 7.0 P S F DATE 0 2/ 1 8/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,1ROOFTRII$SDIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO t No.42%04 BC DL 10. 0 PSF DRW SLTUSR352 03049213 2722 SouTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' STATE OF B C L L 0. 0 P S F S L T - E N G / W M R CONNSPFCECTORS ARE PUBLISHED BY THE AFIERI3 G FOREST AND PAPER ASSOCIATION) D. TAPP ALPINE T 0 T. L D. 37.0 P S F S E Q N - 14796407-299-1522 S r@ rCONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO wFAx; 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRANIMC 1401CA.TES ACCEPTANCE OF PROFESSIONAL ENGINEERING C s IA71 D U R . F A C . 1.25 FROM S B RESPON IBCERTIFICATEOFAUTHORZSION #018 COMPONENT I YSOLELY CE FOR ANY PARTICULAR BUILDINGCOMPONENT TRUSS ISTHERESPONSIBILIDESIGN -MOWN. THE SUITABILITY RESPONSIBILITY OF THE BUILDINC DESIGNER, PER THIS ANSI/TPI 1-1995 SECTION 2. Feb 18 SPACING SEE ABOVFj JREF - 1SOE3Fj2_Zl]. Z1614A - H3A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRU{S MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 Lt Wedge 2x6 SP #2: 4.24 f +1 6-3 R=31 U=180 0-4-3 1-9-14 T + - -0 R=54 U=180 2X4 (Al) = 3Xlo III 1-10-9->J.,-1-5-11:-L--2-9-3--->j 4-2-1 Over 3 Supports{ R=334 U=241 W=4.95" 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-9$, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 2-11-7 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-1 CANT ONE FACE, 1-1-1 CANT OPPOSITE FACE. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R - Scale =.375" Ft. WARMING— TRUSSES RECLINE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND A T C L L 2 0. 0 P S F R E F R 3 5 2-- 8 4 2 7 7BRACING,. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE /r INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MAD N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PEERFOR hIi NG THESE FUNCTIONS. UNLESS O7NERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7. 0 P S F DATE 02118103SMYTHLUMBERCO. STRUCTURAL PANELS, BOT10M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G T; ROOFTRuSSDIVISION ""IMPORTANTNC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED No.42704 9 BC DL 10.0 PSF DRW SLTUSR352 03049214FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONION FROM THIS DESIGN; ANY FAILURE TO p2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TF I: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ STATE OF ' BC LL 0.0 PSF SLT-ENG /WMR S PEC IF ICATIOIV PUBLISHED BY THE AM ERICAN FOREST ANO PAF ER ASSOCIATION) AND TPI. ALPINE407-299-1522 ( A FAX: 407-299-9153 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO - • ••4f1R O`., TOT. LD_ 37.0 PSF SEQN - 14739EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS FER -jSy'.., e fPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING rA r DUN. PAC. 1.25 FROM SBRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 18 SPACINGANSI/TPI 1-1995 SECTION 2. S E E A B O V E J R E F - 1 S O E 3 5 2 Z 1 1 L1014A - tl) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. L<1-4 7-0-12 7-0-0 Over 3 Supports R=363 U=197 W=8" 120 MPH WIND, 11.06 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. l'-10-4 R=163 U=180 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:16 FL 1 - R - Scale =.375" Ft.. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TFI (TRUSS PLATE INSTITUTE, 5B3 OFONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. `.HALL NOT BE RESPONSIBLENSIBLE FOR ANY DEVIATION FROM THIS DES[G N; ANY FAILURE TO R lG tIPIC,q''T r No. 42704 T C T C BC L L D L DL 20. 7 10.0 0 0 P S F P S F PSF R E F R 3 5 2-- 8 4 2 7 8 D A T E O 2 / 1 8 / O 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03049215 S L T - E N G / W M R2722SOUTHAPOPKABLVD, APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OFAUTHORIIlQ10N#9118 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORM`. WITH AFFL ICAB LE PRO SiONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND TIC ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GP.40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOpEACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERn p c DRAWING, 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TFI 1-1995 SECTION 2. STATE OF i0t p R QP•Vy Y 4 Feb 18 '03 B G T OT L L L D . 0.0 37. 0 P S F P S F S E O N 11410 D U R . F A C . 1 .2 5 FROM SB SPACING 24.0" JREF 1SOE352 Z11 L1014A - LL n I MIJ UWG FKLPAR LU I-KUPI LUP'INUILK INFU I ( LUAU Z' d UII-It IV IlUlv-l) I ItU BE IKU I MrK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11- 10-4 R= 109 U=180 2- 10-3 R= 48 U=180 L--- 1-4-011E 5-0-12 5- 0-0 Over 3 Supports- R= 294 U=181 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-9$, CLOSEp BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 R Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTAL LINT; AND BRAC51NC), PUBLISHED BY TEE (TRUSS PLATE INSTITUTE. 583 0'O NOFRIODR.. SUITE 200. MADISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFOR HING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANEL5. 60 TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONS ISLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i// G " TT . NO• 2704 L '• 7/fT C T C BC L L D L DL 20. 0 7. 0 10. 0 P P PSF S F S F R E F R 3 5 2-- 8 4 2 7 9 S MYTH LUMBER CO. ROOFTRUSSDIVISION DATE 0 2 / p 18 / 0 3 DRW SLTUSk352 03049215 S L T- E N G / W M R 2722SOUTHAPOPKABLvD. APOPKA, FL 32703 407- 2991522 FAx: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFOR'S WITH APPLICABLE PROVISIONS OF ENDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANOFAFER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTPI A653 GR40 GAL STEEL STEEL, ESC EPT AS NOTED. APPLY CONNECTORS TO - EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF - S 'L O R pp:•, BC TOT. L L LD. 0. 0 37. 0 P PSF S F SEQN 14754 D U R F A C . 1.25 FROM S BPROFESSIONALENGINEERINGCERTIFICATE OF AUTIHORIZATION#9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E SFONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTANY SECTIOICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER NAL' Feb 18 '03 SPACING 24.0" JREF 1SOE352_Z11 L1014A - L3) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 2X4 T 1-2-14 2 X 4 III 1-3-3-4l 3 2-8 Over 3 Su1 orts R=119 U=180 W=11.314" 1R!0-4 8282 U=180 2-10-3 0 R=37 U=180 I ni3 uwu rnCrMnru rmurl LunruiEm iiirui LwhuO n U1-1-1U1101 1I 120 MPH WIND, 11.38 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. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING)-, PUBLISHED DY TPI (TRUSS PLATE I wfYtKA T C L L 20.0 P S F R E F R 3 5 2-- 8 4 2 80 INSTITUTE, 683 D'ONOFR(0 OR.. SUITE 200, MAOISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO STRUHA E CTURAL PANEHESLSFUBOiTOMSCHORDE$HAOLLHHAYESA FROFERLYATEDA7TACHEOR COORDGIDACEILING PROPERLY ATTACHED 1' fG gt F C;q• '!`/ Tj C D L 7 0 P S F DATE 0 2/ 1 8/ 0 3 S MYTH LUMBER CO. DRW SLTUSR.352 03049217ROOFTRUSSDIYISION 2722 SOUTH APOPKA BLVD. APOPKA. FL. 32703 407-299-1 522 FAx: 407-299-9153 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TN TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR0VisIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPtI1E CONNECTORS ARE MADE OF 20GA ASTM A653 f,R40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERp•'y f N.{Z%Q4' STATE OF S S (` Q R%0 • BC B C T 0 T DL L L L D . 10. 0 0. 0 37. 0 PSF P S F P S F S L T - E N G / W M RS E Q N 1 4800 D U R F A C 1 .25 FROM S B PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON; IBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s Ap `. NA. v SPACING 24.0" JREF 1SOE35,2_Zll. CERTIFICATEOFAUTHORrzA-nON#9t18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI( TPI 1-1995 SECTION Z. Feb 18 c.. L1b14N - t4) )Hlb UWL, PHLPAHLU hHUM CUMFUILH 1NFU1 (LUAUJ & U1MtIVJ1UNJ) JUbMIIILU by IK W, TOP CHORD 2x4 SP #3 BOY CHORD 2x4 SP #3 16 4 R-47 U=180 1-1II0-3 1 0-0 7 R=23 U=180 00-4-004-3-0-12-- POO Over .3 S""rts R=233 U=180 W=3.5'' 120 MPH WIND, 12.73 FT MEAN HGT, ASCE 7-90, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit.: TPI STD FLBC 6.10 0TY:2 FL 1 - R - Scale =.375''Ft. WARNING** TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESICN: ANY FAILURE TO A- lCiN •. No•44%04 1: 7 TC T C BC L L D L DL 2 D. 7.0 10.D D P S F P S F PSF R E F R 3 5 2-- 84 2 8 1 SMYTH LUMBER CO. i 00FTRUSS IVISION D AT E 0 2/ 1 8/ 0 3 DRW LTU$Ft.352 03049218 APOPKA, FL 32703 FAX: 407-299-9153 BUILBRACNNGHOFTRUSSES TP.US5E5! N CONR$rIDESIGNANCE ITH TPI: CONFORMSOWITHAAPPLICABLE SHIPPING. INSTALLAND SfECIFICATION f118LISHED BY THE AHERICAN FOREST AND PAPER ASSOCIATION) AHD TfI. ALPINE•OCONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER• DRAWINGS STANG T0T. JA p272250LmiAPOPKABLVD. BC LL LD. 0.0 37.0 PSF PSF SLT-ENG WMR 407-299-1522 SEQN 14733 D U R F A C . 1 . 25 FROM S BPROFESSIONALENGINEERING CERTIFICATE OFAUTHORRATION #9218 HO Ph THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANISI/NENT1FOOR ANSECT10ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 18 ' 03 SPACING 2 4. 0" J R E F 1 S O E 3 5 2 Z 1 1 L1014A - l,.l TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 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. 6 (- 2X4(Al) i 10 0 - 1 4 9U=18-04 9-4-0TR-= U=180 49, L<1-4-0 1-0-12 1-0-0 Over 3 Supports 7--7 R=247 U=275 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:14 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M M R, T C L L 2 0.0 P S F R E F R 3 5 2-- 8 4 2 8 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS ELATE 1NSTITUT E. 883 D'ONOFRfO DR., SUITE 200, MA Di SON. WI 53719). FOR SAFETY PRACTICES FR IOR TO ,l. c- FERFORMING THESE FUNCTIONS: UNLESS OTHERWISE INDICATED. TOF CHORD SHALL HAVE PROPERLY ATTACHED q ZIF C4% F rc D L 7. 0 PSFF DATE 0 2/ 1 8/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3`rV r'. 66r ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIONLLATIDN CONTRACTOR. ACIOR. ALPINE ENGINEERED l No. 42704 ' BC DL 10.0 PSF DRW SLTUSR352 03049219 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY 0EVIATI ON FROM THIS DESIGN; ANY FAILURE TO 1 = 1 !1 2722 SOUTH APOPKA BLVD. OUILO THE TRUSSES IN CONFORMANCE WITH TPI: OP. FABRICATING. HANDLING. `.HIPPING. INSTALLING AND 7C 7C Y B 1. L L 0.0 P S F S L T - E N G / WM RAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESi GH CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 407-299-1 522 SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND FAFER ASSOCIATION) AND TPI. ALPINE S A [{V c FAX: 407-29391 53 CONNECTORS ARE MADE OF 20GA ASTM A6S3 GR40 C.ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO • O R'O [.,f V T 0 T . L D . 37.0 PSFF S E O N - 11375 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER-n'..,, PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF FR OFESSIONAL ENGINEERING S oHAL D U R . F A C . 1.25 FROM SB RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUT)HORTZA-nON #9918 COMPONENT ANYSECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F P b 18ION2. SPACING 24. 0" J R E F - 1 S O E 3 5,2_7 1 1 L1b14A - 1-C) „ H1J UWG NKLNAKtU tKUM LUP1KUItK INYU1 (LVAUZ, a VIP]rJN31U143) 3Uorl111rU t3I IKU33 rim. TOP CHORD 2x4 SP #2 120 MPH WIND, 8.73 FT MEAN HGT, ASCE 7-98, CLOSED,BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 2X4 (A1) L<1-4-011, 3-0-12 3-0-0 Over 3 Su arts R=234 U=180 W=8" 9T=,4 0 46 U=180 1-10-3 8--L- 0 R=23 U=180 PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 QTY:10 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H16-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M M R T C L L 20. 0 P S F R E F R 3 5 2-- 8 4 2 8 3 INSTITUTE. 603 D'ONOFR IO R. SUITE 200. MADI50 N, NI 6371?). FOR SAF E7Y PRACTICES PP.10P. TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO ICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'G1 i1'F'C•• /. SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. % ` y T C D L 7. 0 P S F DATE 0 2/ 1 8/ 0 3 ROOF TRUSS DIVISION '"IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03049220PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFOP.MANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS OESI GN LONF ORMS KITH APPLICABLE FROVISIO NS OF NDS (NATIONAL DESIGN : STAE OF •4 B C L L 0. O P S F S L T - E N G / W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE . T 0 T. L D. 37.0 P S F S E 0 N - 11371407-299-1 522 V SCONNECTORSAREMADEOF20GAASTMA663GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO OFAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLE55 OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER naQR PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING U\ D U R . F A C 1 .25 FROM S BRESPONS18ILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS i CERTIFICATE OF AUTHORRATTON#9218 COMPONENTT1FOR ANSECTIOICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Fpb 18 _ SPACING 24.0" JREF - 1SOE352_Z11 L1014A - I-J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -6-4 R=108 U=180 2-10-3 0 R=48 U=180 LC1-4-O-11E 5-0-12 5-0-0 Over 3 Supports R=295 U=181 W=8" 120 MPH WIND, 9.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:8 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO R. SUITE 200, MADISON, W1 TOP C , FOR SAFETY FRACT ICES PRIOP, TO PERFORMINC THESE FUNCTIONS. UNLESS OTHERERN[SE INDICATED. i0P CHORD SHALL HAVE PP.OF ERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IrE RA w'YiFlC.q • 4 8 r. T G T C ILL D L - 20.0 7.0 P P S F S F R E F R 3 5 2-- 8 4 2 8 4 DATE 0 2 / 1 8 / 0 3 S MYTH LUMBER CO. DRW SLTUSR352 03049221ROOFTRuSSDIVtStoN 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1 522 FAX: 407-299-91 53 IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIFFING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICAQLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHERICAN FOREST AND PACER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF ZOGA AS7M A65? 6P.40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHEP.W I SI LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i No.42704 i STATE OF Q ti A (VwaQR,O• • pBC B C T 0 T DL L L L D . 10.0 0.0 37.0 PSF P P S F S F S L T - E N G W M R S E Q N - 11380 D U R F A C . 1 .2 5 FROM SIBPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINC`r AlA1.L. R ESFONS. IBIL IT Y SOLELY FOR THE TRUSS COMPONENT DE'.•1 C.N SHOWN. THE SUITABILITY AN0 USE OF THIS SPACING 24.0 JREF - 1SOE35L?_L1177CERTIFICATEOFAUTHORIZATION#9L"IO AO MIO TPIT1FOR ANSEPARTNCULAR BUILDING IS THE RE SfON SIB RI7Y OF THE BUILDING DESIGNER, PER F(,b 18 ASCE 7-98.- 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE 1) 2X4 "L" HRACE • 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 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" 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" H1F STUD 3' 4" 4' 10" 4' 10" 6' .5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W O 1 STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' B" 11' 8" 1 3' 9" 5' 11 6' 4' 7' 0" 7' 6" 1 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" s P 2 3' 8" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" Q,' c\2 DFL STUD 3' 6" 4' 11 4' 11 6' 6" 6' 6" 8' 4" B' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" B' 9" 11' 11 11' 11" H---+ 1 / #2 3' 11" 6' 9" 6' 11" 8'. 0" B' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E_ S P F 3 3' 10" 6' 0" 6' 0" 7' 11 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10' S' 11 5' 11' 7' 10 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" w STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" B' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" sP 2 4 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 1 14' 0" W DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9'• 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2" 6' 11" 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" J F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' O" 14' 0" O 1 1 STANDARD 4' 2" 5' 11 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" x 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" s P 2 4' 7" 7' 5" 8' 0" B' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 1 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" SYMMI1BOUT 2X4 #2N OR BETTER DIAGONAL BRACE OPTION: r VERTICAL LENGTH MAY BE 18 DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT L,. L DIAGONAL BRACE FOR 870M HRACEATEACHEND. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT L L AS SHOWN) AT UPPER END. ONTINUOUS BEARIN CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. REFER TO CHART ABOVE M '•" R //// FOR MQ\\`iE;XER'C.I//i WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, AND BRACING), PUBLISHEDINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING IR., 1SUINSTALLING SAFETY PRACTICES PRIORLATE STIOUPERFORMINGU TUHESEFRIO FUNCTIONS. 200, UNLESS[ OTHERWISE IDICAOTED, R • AIN O. 42704 SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT;R FURNISH A COPY OF THIS DESIGN TO THE 17C ROOF TRUSS DIVISION INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRO UCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, STATE OF2722SOUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 PROVISIONS OF NDS (NATIONALAPPLICABLE DESIGN SPECIFICATION PUBLISHED BY THE PPTRFRAMEICANFORESTANDPAPER ASSOCIATION) AND TP1. y 407-299-1522 ALPINE CONNECTORS ARE MADE OF 206A Qj\'.; C< P.'• FAx: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R IQ 4 0••_N`\\\v\\ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL- PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SDLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #921 AND THERESPONSIBILITYOFSTHFBUILINGUTHISMDESIGNER, PONENTOP.ERNANSIR PIIIL 1995USECTIONILDING i pa111j11 ti,.t1'S 2I_,• .I BRACING GROUP SPECIES AND GRADES: GROUP A. SPRUCE - PINE -FIR HEM -FIR 1 2 ISTANDARD #2 STUD 3 1 STUD #3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR 1 do BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. FOR ( 1) "L" BRACE: SPACE NABS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR ( 2) "L" BRACES: SPACE NABS AT 3" O.C. IN 1B" END ZONES AND 6" O.C. BETWEEN ZONES. BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' O", BUT 2X4 LESSTHAN11' 6" GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAR, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-GABI2030 DATE 09/10/01 DRWG A12030ECO901 ENG TOT. LD. 60 PSF MAX. SPACING 24.0" SYM. ABOUT RIGID SHEATHING GABLE DETAIL FOR LET —IN VERTICALS 11 GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8LESSTHAN11' 6" GREATER THAN 11' 6" 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. PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4' O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015ENO699, A10015ENO699, A09015ENO699. A08015EN0699, A07015EN0699 A11030ENO699, A10030ENO699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A13030ECO901, A1203OECO901, A11030ECO901, A10030ECO901. A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699 S11030EN0699, SIO03DEN0699, S09030ENO699, SOBO30EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAILm, . TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. B LENGTH INCREASE W/ "T" BRACE11 WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7, 10 7. 2x6 40 7. 50 7, 110 MPH 30 FT 2x4 10 7. 10 7, 2x6 50 7. 50 7 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7, 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7, 2x6 20 7. 40 7, 90 MPH 30 FT 2x4 10 7, 10 7. 2x6 30 7 50 7. BO MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7 30 7 BO MPH 30 FT 2x4 20 7, 10 7, 2x6 20 7, 40 7, 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" DRAWINGS GAB98117 876,719 & HC26294035 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 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. xxIMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION .FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS <NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ASTMAMERICANA653FORESGR40TGALV.PSTEELAPER AEXCEPTTAON)NOTEDTPAPPLYALPINEMADE OF OGA CONNECTDRSRCONNECT EACH FACE pF OS ARE TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2../i V' ` r-,.•••••••,-'/ 1F1C'^ J `V .!' ""ll T •, N G •• rJo• 42704 .• A,•' STATE OF Al ( P`,•• OpQii / •••,, O R1 • `` Fy TOT. LD. 60 PSF REF LET -IN VERT DATE 10/24/01 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722SOUTH APOPKABLVD. APOPKA. FL 32703 407-2991 522 FAX: 407- 299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION#92 Ia. DRWG GBLLETIN1001 ENG DLJ/ KAR R. FAG. ANY SPACING .24. 0" 0 A VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT U, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT.,' 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 1 4-0-0 MAXI 12 12 bLAX. yV2X4 W2X4 W2X4 B-0-0 MAX--{ W2X4 16-0-0 W2X4 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY` 1X4 "T"-BRACE, 807 LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 W4X4 lf OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL OMOM CS COMMON TRUSSES PARTIAL FRAMING 20-0-0 MAX (++) i lt,\\\;Ilslulaur AT 2 ' OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. N"Q,,` THIS DRAWING REPLACES DRAWING A105 RWARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED J i TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 20TIPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALE' 15 7 PSF DATE 06/25/99 SMYTH LUMBER CO.}VE A ATTAFURNISHCAEDOPYRIGIDVO 4270 C y. 1MPORTANRERLYOFCEILING. DESIGNTO THE INSTALLATION CONTRACTOR. ALPI ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = C DL lO 10 10 PSF DRWG VALTRUSS0699 ENG MLH/ICAR 2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE ,TO BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING, _ LL 0 0 0 PSF HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF 14DS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA o . STATE OF'oT. LD. BO 57 PSF 55ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE F FAX: 407-2999153 TRUSS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O^ 'cP,•'• PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE C'N \\ Q\\\ DUR.FAC. LZ5/1. 33 L15 L15 AND ANYPARTICULAR LAR BUILDING IS THEMDONENT CERTIFICATE OF AUTHORIUT10NH9210SUITABILITYRESPONSIBILOFBTHISTYOUSE ,FOR UILDING SPACING24ununull\11\ 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" OC 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 ll'-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. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D)r-(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. (B) 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN l.vlvllvlvly i i1 V JJL,J Al r_`k uu 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED GIRDER L (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 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 20D, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NFi `w• '`IFIC;q••• C LL 30 DL 20 30 15 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. BC 10 10 10 PSF DRWG VALCONVF0699ROOFTRUSSDIVISIONIMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE .INSTALLATION CONTRACTOR. ALPINE IL 2722 SOUTH APOPKA BLVO. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, Np, 42704 y BC , 0 0 0 PSF ENG tvfLH/KAR APOPKA, FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE TOT.=LD. BO 57 PSF55407-299-1522 Fnx: 407-2999153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESSOTHERWISELOCATEDONTHIS ESIGN, POSITION CONNECTORS PERK. 1 STATE OF 1.25/1.33 1.15 1.15 PROFESSIONAL, ENGINEERING DRAWINGS160A-Z. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Z /O •. CERTIFICATE OF AUTHORIZATION 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. P.' off_•._ (' Gj 1Q CING SEE ABOVE 4 TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE 1S NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL IVEBS TO TRUSS TOP CHORD WITH I.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. MAX SIZE OF 2X12J #2 OR BETTER . A E_ E A A/ E— — E— " / E- ---1 E 20' FLAT TOP CHORD MAX SPAN II E E E E IAC C C Z11 C C C C C JOINT TYPE SPANS UP TO 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 lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 0 0 0 0 °°°°°°°°°° 2., L 8 1/4„ yl ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. :us.''1`"i1 liAWING REPLACES DRAWINGS 634,016 634,017 & 847,045IRP WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED Q/V/ y MAX LOADING REF PIGGYBACK 1 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL i1\V ,•'IF''•. l..•qV ••• ii 55 PSF AT DATE 06 25 99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. 1.33 DUR. FAC. r ROOF TRUSS DIVISION 27 22 SOUTH APOPKA BLVD. IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, No. 42704 • 50 PSF AT DR41 G PIGBACKB0699 EI IG DLJ/KARHANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 9 5 DUR, FAC. APOPKA. FL 32703 BY THE 2 407.299-1522 FAX: 407.299-9153 gSTMt A653 GR40T GAL V.ANDPS TEELAERAEX EPTT N)NOTEDANDTPAPPLYt NNOEC TORS T EACH FACE OF CTOS ARE MADE OF OGA TRUSS AND, UNLESS OTHERWISE p STATE OF 47 PSF AT LOCATEDONTHISDESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z..THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A••' a I.I 5 D UR. FAC. PROFESSIONALENGINEERINGCERTIFIEATE OF AUTHORIZATION H9218 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O R , O - ;N O ACING 2 4.0 BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 ' 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1 1343 1.5" X 3.5" 9 1 8 1 7 1 7 6 MAX 3XI2, 3X8 TRULOX18 LOX2X8MAX4V** WEDGE( 2) 8D NAILS CUT TO FIT CAL OR EDGE y;;1;liliillUll/AIS DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY T.PI (TRUSS PLATE INSTITUTE, 583 D'ONDFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL y/ TC LL PSF FjIFIC,q ••, DL PSFI `• REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. G '•• ggA DL 10.0 PSF DRWG BCFILLER0699ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVO, IMPORTANT w; FURNISH A COPY F THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, Z- 1NO42704 •', *ILL - PSF ENG DLJ/KAR APOPICA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE TO` LD. - PSF407-299-1522 FAX: 407-299-9153 AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MA E OF 20GA ASTM A653 GR4D 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 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THECERTIFICATE A FAC.1.0/1.15/1.25/1.33POACINGOFAUTHORIZATION#9218 SUITABILITY ANDUSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. n R IQ •24.0 •. 4 • 1%, STEPDOWN CORDER SEA' TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2' TYI BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF' 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP OR COMMON TRUSSF 1 HIP TRUSS J5 7 J3 J1 J J1 J3 J5 J7 J7 J7 J 1 J b 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 2.12 12 lV2X4 TO TO6.00 * 4.24 I I ALTERNATE LOADING w2x4 w2x5 ; w3x4 TCLL 20 PSF SIH + PSON TCDL 20 MAX PSF 3/4" -TH7A26 BCDL 10 PSF t i i i i TOT.LD. 50 MAX PSF 3' S' 7' I * * * 9-10-13 OVER 2 SUPPORTS R=463#, W=3.50" R=652b, tY=3.50" D'UR.FAC. 1.25 END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING.. INSTALLING AND BRACING), PUBLISHED A Nye" C LL 30 MAX PSF REF 7 STBK CSBYTPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 2UO, MADISON, WI. 53719) FOR 41 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE, ` /`•. `% DI, 15 MAX PSI'' DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. •G (C •, IMPORTANT.- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE •, Bl. L I0 PSF DRWG CS7SBK3A0699ROOFTRUSSDIVISIONENGINEERE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA EILVC). DESIGN; ANY FAILURE TOS BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, i ( No. 42704 ) IL 0 PSF -ENG SJP/KARjHANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 3 _ APOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - OT= LD. 55 MAX PSF407-299-1522 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA _ _ ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE F '• STATE OFFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A '• C. 1.33PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE •.. SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Q ACERTIFICATEOFAUTHORIZATIONN9216RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER 1-1995 SECTION 2. CING SEE ABOVEfl- O C •• CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: T-BRACE OR L-BRACE APPLY SCABS) 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 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE bpr r THIS DRAWING REPLACES DRAWING 579,640 m WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR I FIC •••.•F TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL i`\ \V DL PSF S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. G ,• A DLk•IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, A -f .tNO.42704 •CoLL PSF DRWG BRCLBSUB0699 2722SOUTH APOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH PSF ENG MLH/KAR APOPKA. FL 32703 APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. TO'g LD. P SF 407-299.1522 ALPINE CONNECTORS ARE MADE OF 20GA ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE F FAx407.299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O ', STATE 0 F F'( C. DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGi 1 ••j. PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE FOR ANY ofAurl+oRivnoN a92iB,RSIIBILITYDpFS USEDTIONI i !" A ` C r.• THEEBUILDIGCOMPONENTCERTIFICATEPER2.THE SPONCINGDESIGNER, ANSI/TPI 1L1995 0NFI— R,Q FQMVI 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: MH1614 - #1614 _n Builder: -MORRISHOMES Address: /( U , e7i' l a% l^_/rc.. Permitting Office: City, State: P/ Permit Number: Cif/, Owner: MJurisdiction Number: Climate Zone: Central %g/$-oo 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 34.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1614 ft2 c. N/A 7. Glass area & type a. Clear - single pane 318.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/ other SHGC - single pane 0.0 ft2 _ HSPF: 8.00 _ d. Tint/ other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab - On -Grade Edge Insulation R=0.0, 177.0(p) ft _ c. N/A b. N/ A c. N/ A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1128.2 ft2 _ EF: 0.88 b. Frame, Wood, Adjacent R=11.0, 158.0 ft2 _ b. N/A c. N/ A d. N/ A c. Conservation credits e. N/ A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1614.0 ft2 _ 15. HVAC credits PT, _ b. Under Attic R=19.0, 28.0 ft2 _ CF-Ceiling fan, CV -Cross ventilation, c. N/ A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/ A MZ-H-Multizone heating) Glass/Floor Area: 0.20 Total as -built points: 22357 PASS Total basepoints: 23640 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: i b hereby certify that th' uildi igned, is in compliance with t Flo ' C"' e. OWNER/AGE T DATE: Review of the plans and Z$E sr specifications coveredbythistio4 = ArFo calculation indicates compliance y',,,;'' with the Florida Energy Code. 1 1111f '37,o Before construction is completed v this building will be inspected for i compliance with Section 553.908 *fl,tr Florida Statutes. ion WE BUILDING OFFICIAL: DATE: EnergyGauge® ( Version: FLRCSB v3.2) FORM 600A-2001 Y 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 Ornt Len Hgt Area X SPM X SOF = Points 18 1614.0 25.78 7489.6 Single, Clear SE 1.0 7.0 16.0 56.64 0.99 892.7 Single, Clear SE 1.0 7.0 16.0 56.64 0.99 892.7 Single, Clear SE 1.0 8.0 19.0 56.64 0.99 1067.8 Single, Clear SE 1.0 8.0 24.0 56.64 0.99 1348.8 Single, Clear NW 17.0 10.0 40.0 37.74 0.57 863.9 Single, Clear SW 1.0 9.0 32.0 52.82 1.00 1686.2 Single, Clear NW 1.0 9.0 32.0 37.74 1.00 1202.7 Single, Clear SW 7.0 10.0 64.0 52.82 0.59 2002.4 Single, Clear NE 2.0 9.0 16.0 43.65 0.94 656.7 Single, Clear N 1.0 9.0 12.0 27.96 0.99 333.2 Single, Clear E 1.0 7.5 12.0 59.31 0.99 703.3 Single, Clear NE 1.0 8.0 15.0 43.65 0.99 648.3 Single, Clear NE 1.0 7.0 20.0 43.65 0.99 860.2 As -Built Total: 318.0 13159.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 158.0 0.70 110.6 Concrete, Int Insul, Exterior 4.2 1128.2 1.16 1308.7 Exterior 1128.2 1.90 2143.6 Frame, Wood, Adjacent 11.0 158.0 0.70 110.6 Base Total: 1286.2 2254.2 As -Built Total: 1286.2 1419.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 43.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1614.0 2.13 3437.8 Under Attic 30.0 1614.0 2.13 X 1.00 3437.8 Under Attic 19.0 28.0 2.82 X 1.00 79.0 Base Total: 1614.0 3437.8 As -Built Total: 1642.0 3516.8 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 177.0(p) 31.8 5628.6 Slab -On -Grade Edge Insulation 0.0 177.0(p 31.90 5646.3 Raised 0.0 0.00 0.0 Base Total: 5628.E 1 As -Built Total: 177.0 5646.3 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM.6AOA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1614.0 14.31 23096.3 16..14.0 14.31 23096.3 Summer Base Points: 30678.1 Summer As -Built Points: 35588.4 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 30678.1 0.4266 13087.3 35588.4 35588.4 1.000 1.00 1.079 x 1.150 x 0.90) 0.284 1.117 0.284 0.950 0.950 10729.2 10729.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 6,OOA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1614.0 5.86 1702.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4 Single, Clear SE 1.0 8.0 19.0 8.34 1.01 160.4 Single, Clear SE 1.0 8.0 24.0 8.34 1.01 202.6 Single, Clear NW 17.0 10.0 40.0 12.23 0.99 484.2 Single, Clear SW 1.0 9.0 32.0 9.22 1.00 295.6 Single, Clear NW 1.0 9.0 32.0 12.23 1.00 390.8 Single, Clear SW 7.0 10.0 64.0 9.22 1.22 720.2 Single, Clear NE 2.0 9.0 16.0 12.00 1.00 192.1 Single, Clear N 1.0 9.0 12.0 12.32 1.00 147.6 Single, Clear E 1.0 7.5 12.0 9.96 1.01 120.2 Single, Clear NE 1.0 8.0 15.0 12.00 1.00 180.0 Single, Clear NE 1.0 7.0 20.0 12.00 1.00 240.0 As -Built Total: 318.0 3404.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 158.0 1.80 284.4 Concrete, Int Insul, Exterior 4.2 1128.2 3.26 3677.9 Exterior 1128.2 2.00 2256.4 Frame, Wood, Adjacent 11.0 158.0 1.80 284.4 Base Total: 1286.2 2540.8 As -Built Total: 1286.2 3962.3 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 106.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1614.0 0.64 1033.0 Under Attic 30.0 1614.0 0.64 X 1.00 1033.0 Under Attic 19.0 28.0 0.87 X 1.00 24.4 Base Total: 1614.0 1033.0 As -Built Total: 1642.0 1057.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 177.0(p) 1.9 336.3 Slab -On -Grade Edge Insulation 0.0 177.0(p 2.50 442.5 Raised 0.0 0.00 0.0 Base Total: 336.3 As -Built Total: 177.0 442.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 1614.0 0.28 -451.9 1614.0 0.28 451.9 Winter Base points: 4560.0 Winter As -Built Points: 8521.1 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) 8521.1 1.000 1.068 x 1.160 x 0.92) 0.427 0.950 3936.3 4560.0 0.6274 2860.9 8521.1 1.00 1.140 0.427 0.950 3936.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRE52001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 40.0 0.88 3 1.00 2564.00 1.00 7692.0 As -Built Total: 7692.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 13087 2861 7692 23640 10729 3936 7692 22357 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FlaRES2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I 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 wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor: around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences-1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 PERFORMANCEENERGY DISPLAY CARD1' ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft) 7. Glass area & type a. Clear = single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 3 _ b. N/A Yes _ 1614 ft2 c. N/A 318.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 177.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=4.2, 1128.2 ft2 _ R=11.0, 158.0 ft2 _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 1614.0 ft2 _ 15. HVAC credits R=19.0, 28.0 ft2 _ CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida -Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 34.0 kBtu/hr _ SEER: 12.00 Cap: 36.0 kBtu/hr HSPF:8.00 Cap: 40.0 gallons EF: 0.88 PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may gualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list ofcertified Raters. For information aboutFlorida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: MH1614 . bld For: MORRISON HOMES By: AIR FLOW DESIGNS 250 JASMINE RD. CASSELBERRY FL. 407)831-3600 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 72 Deg F Design TD: 34 Deg F HEATING SUMMARY Bldg. Heat Loss 34296 Btuh Ventilation Air 200 CFM Vent Air Loss 7480 Btuh Design Heat Load 41776 Btuh INFILTRATION FL 32718 9/29/97 Job# #1614 Wthr Orlando —AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 78 Deg F Design TD: 15 Deg F Daily Range M Rel. Hum.: 55 Grains Water 37 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 24179 Btuh Ventilation 1650 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 25829 Btuh Method S imp l i f i ed LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 1035 Btuh Ventilation 2 516 Btuh HEATING COOLING Infiltration 2 515 Btuh Area (sq.ft.) 1663 1663 Tot Latent Equip Load 6066 Btuh Volume(cu.ft.) 14967 14967 Air Changes/Hour 0.8 0.4 Total Equip Load 31895 Btuh Equivalent CFM 200 100 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model #FA4ANF042 Model 438BYCO36 Type HEAT PUMP Type SPLIT DESIGNS Efficiency / HSPF 8.00 COP/EER/SEER 12.00 Heating Input 0 Btuh Sensible Cooling 24500 Btuh Heating Output 36000 Btuh Latent Cooling 9700 Btuh Heating Temp Rise 27 Deg F Total Cooling 34200 Btuh Actual Hearing Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0.035 CFM/Btuh Clg Air Flow Factor 0.050 CFM/Btuh Space Thermostat Load Sens Heat Ratio 87 MANUAL J: 7th Ed. RIGHT-J: V 1 3.0.11 S/N 11784 Printout certified by ACCA to meet all requirements ofManual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: # 1614 File name: MH 1614 . b 1 d 9 / 2 9 / 9 7 Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0. 8 AC/HR x 14967 Cu.Ft. x 0.0167 = 200 CFM 2. Winter Infiltration Btuh 1.1 x 200 CFM x 34 Winter TD = 7478 Btuh 3. Winter Infiltration HTM 7478 Btuh / 336 Total Window = 22.3 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0. 4 AC/HR x 14967 Cu.Ft. x 0.0167 = 100 CFM 2. Summer Infiltration Btuh 1.1 x 100 CFM x 15 Summer TD = 1650 Btuh 3. Summer Infiltration HTM 1650 Btuh / 336 Total Window = 4.9 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 37 gr.diff. x 100 CFM = 2 515 Btuh Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x .100 Vent.CFM x 15 Summer TD = 1650 Btuh Sensible Load for Structure (Line 19) 24179 Btuh Sum of Ventilation and Structure Loads 25829 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 25829 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 100 Vent.CFM x 37 gr. diff. = 2516 Btuh Internal Loads = 230 x 5 No. People + 1035 Btuh Infiltration Load From Procedure C 2 515 Btuh Equipment Sizing Load - Latent 6066 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 . 0. 11 S/N 11784 Printout certified by ACCA to meet all requirements ofManual Form J N MH1614 Job# 41614 Zone: Entire House 9/29/97 ANAXTT TAT i.^,L rA nt!_iiT i. 1 11'J. .J • V . 11 J/1...... 11 I OY Name ofRoom Entire House LNDRY. BR3 BR2 2 Running Ft. Exposed Wall 177. 0 Ft. 6.0 Ft. I 30. 0 Ft. 12.0 Ft. 3 Room Dimensions, Ft. 0.0 t. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. I 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit Option 9.0 d 8.0 heat/cool 8.7 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btub EXPOSURE NO. I Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 1.9 1.6 1446 0 190 112 Exposed b 12C 3.1 1.7 Q Q i••r ata« 0 at«t rats 0 w+• a««« Walls and c 12H 2.0 1.1 0 a« aa«« 0 rra• Q trr a««« 0 rats asaw Partitions d 13CI 1.4 0.91 176 r«i 96 wr•a 1201 a*t cast 0 wr«a ai«« e 13C 5.1 3.4 0 i*it I a• I 0 iti I 0 wrr w• 0 I If0.0 0.0 0 0 a« 0 taws sass 0 aaa aarw 6 Windows and a 1C 39.3 194 7618 0 0 16 628 16 628 Glass Doors b 8C 39. 3 tr 109 4089I wa 0 0 tars 0 OI r«aa OI pl w Heating c 9A 31.8 20 636 0 0 0I 0 0 0 d 7F 41.1 0 0 0 0 0 0 0 0 e 0.0 0 0+*** 0 0•*•* 0 0 0 0•+** f 0.0 i 0 0 itii 0 0 t 0 0 t•i 0 0 i•i 7 Windows and North 0.0 0 0 0 0 0 0 0•+•+ 0 Glass Doors NFJNW 37.0 168 6216 0 0 0 0 0 0 Cooling F/W 52.0 12 624 0 0 0 0 0 0 SE/SW 45.0 126 5670 0 0 16 720 16 720 South 28.0 12 336 0 0 0 0 0 0 Horz 0.0 0+"*" 0 0**"* 0 0•"*• 0 0 0 8 Other doors a 11 E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 10.4 18 343 187 18 343 187 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 1128 5523 1836 0 0 0 124 607 202 96 470 156 Exposed b 12 C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.0 1.1 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 158 213 142 30 41 27 120 162 101 0 0 0 e 13C 5.1 3.4 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.3 1641 1841 2112 51 57 66 189 212 243 154 173 198 b 16D 1.8 2.1 28 50 58 9 16 19 17 31 35 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 177 4875 0 6 165 0 30 126 0 12 330 0 b 20G 2.4 0.8 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 336 7478 1650 18 401 88 16 356 79 16 356 79 13 SubtotBtuh Loss=6+8,+11+12 32662 1023 2822 1958 14 Duct Btuh Loss 5% 1633 5°/ 51 5% 141 5°/ 98 15 TotalBtuhLoSS=13+14 34296 1074 2963 2055 a««t 16 Int. People@ 300 5 1350 0 0 0 0 0 0 Appl. @ 1200 2 1800 1 600 0 0 0 0 17 SubtotRSHGain=7+8..+12+16 21981 987 1387 1153 DuctBtuhGain 10°/ 21981 10% 99 10°/ 139I 10°/d 115 I1819TotalRSHGain (17+18)+PLF 1.00 Ir+•• 24179 1. 00 1086 1. 00 1525 1.00 1268 I20 CFM Air Required 1200 1200 38 54 109 76 72 63 Printout certified by ACCA to meet all requirements of Manual J Form MH1614 Job# #1614 Zone: Entire House 9/29/97 AA AATr IAi Y. ^4U CA Dtl iTr i 1 LVVlll J. .J. V.1' J/LV 11 /OY Name ofRoom M. BATH / W.I.C. M. BR. FAM. / DIN. KIT. / NOOK 2 Running Ft. Exposed Wall 10. 0 Ft. 40.0 Ft 40. 0 Ft. 33.0 Ft. 3 Room Dimensions, Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. I 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. I 4 Ceiings,Ft Condit Option 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool TYPE OF CST HTM I Area Btuh Area Btuh Area I Btuh Area Btuh EXPOSURE NO. Htg Clg I Length Htg I Clg Length Htg I Clg Length Htg Clg Length Htg Cig 5 ss a 14B 4.9 1.6 93 373 373 308 osedr b 12C 3.1 1.7 0 ww rss 0 ssr« ww 0 ssrs ssss 0 rss ws lsand C 12H 2.0 1.1 0 0 s ssss 0 ass ssss p rss ws« Partitions d 13C 1.4 0.9 0 srst ssss 0 ws• rrrs 0 ww swsw 0 srrr ssssIe13CI5.1 3.4 0 w I srr« 0l wrr sws I 01 srsr I saws ws I «wr f 0.0 0.0 0 wsw rrrr 0 sws wr 0 srs srrr 0 srsr ws 6 Windows and a 1C 39.3 19 746 56 2199 32 1257 40 1571 Glass Doors b 8C 39.3 0 0 40I 1571 64 2513 0 pIHeatingc9A31.8 0 0+++• 0I 0 0 0 0I 0++++ d 7F 41.1 0 0 0 0 0 0 0 0 e 0.0 0 0+++* 0 0++** 0 0 0 0+++• f 0.0 0 0 0 0 0 0 0 0**•• 7 Windows and North 0. 0 0 0 0 0 0 0 0 0 Glass Doors NE/NW 37.0 0 0 72 2664 96 3552 0 0 Cooling E/W 52.0 0 0 0 0 0 0 12 629 SEISW 45.0 19 855 24 1080 0 0 16 720 South 28.0 0 0 0 0 0 0 12 336 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11 E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 10.4 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 74 364 121 277 1357 451 277 1357 451 268 1312 436 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.0 1.1 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 0 0 0 0 0 0 0 0 0 0 0 0 e 13C 5.1 3.4 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.3 191 2191 246 248 278 319 385 432 495 222 249 286 b 16D 1.8 2.1 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 10 275 0 40 1102 0 40 1102 0 33 909 0 b 20G 2.4 0.8 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 19 423 93 96 2137 471 96 2137 471 40 890 196 13 SubtotBtuhLoss=6+8.+11+12 2022 rrrr ssss 8644 8797 sass sass 4931 aw 14 Duct Btuh Loss 5°/ 101 taw 5°/ 432 5°/ 440 5% 247 rrss 15 Total Btuh Loss = 13+14 2124 9076 9237 5177 16 Int.Gains: People@ 300 0 0 2 600 3 750 0 0 Appl. @ 1200 0 0 0 0 0'+•• 0 1 1200 17 SubtotRSHGain=7+8..+12+16 1315 5586 5720 3798 Duct Btuh Gain 10°/ 132I 10°/a 559 10% 572I 10°/ 380II1819TotalRSHGain=(17+18)*PLF 1.00 1447 1.00 6144 1.00 6292 1. 00 4178 20 CFMAir Required 74 72 1 318 305 323 312 181 207 Printout certified by ACCA to meet all requirements of Manual J Form MH1614 Job# #1614 Zone: Entire House 9/29/97 AAAXTT TAT T. ItU VA DTr= T 7 A 11 0-11' 0A 1 NameofRoom FOYER BATH 2 2 Running Ft. Exposed Wall 6. 0 Ft. 0. 0 Ft. Ft. FL 3 Room Dimensions, Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. x Ft. I x Ft. 4 Ceiings,Ft CondiL Option 8.7 heat/cool 9.3 heat/cool TYPE OF CST HTM I Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg I Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.9 1.6 47 sss p aa, a,aa rrr ssa ssas sacs Exposed b 12C 3.1 1.7 0 0 ra rraa Walls and c 12H 2.0 1.1 0 rws ssa• p srsr rare a,ss agar r„a aas Partitions d) 13C 1.41 0.91 8I s„a p aaaa rrra assa tsar w,t, I e 13C 5.1 3.4 0 aaar artr 0 rr,a rut I rrra ar,r I star I s», f 0.0 0.0 0 rs rsss 0 a,sa a,s wars ass, assr rs, 6 Windows and a 1C139,3 15 519 0 0 Glass Doors b 8C 39.3 rts 0 01 aara 0 0 ssrr satr ssas Heating c 9A 31.8 20 636 0 0 I I I I I ssr d 7F 41.1 0 0 stt 0 p tr+r raa+ rrra e 0.0 0 0 rast 0 0 uu rrr trrr f 0.0 rtt 0 0 rrsa 0 p rrra rtfs a,+t 7 Windows and North 0.0 0 0 0 0 Glass Doors NE/NW 37.0 0 0 0 0 Cooling E/W 52.0 0 p p aaaa p rsrs rasa SE/SW 45.0 35 1575 0 0 South 28.0 0 0 0 0 Horz 0.0 0 a,a p p arts p asaa ssas 8 Other doors a 11 E 6.5 3.5 0 0 0 0 0 0 b 10A 19.0 10.4 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 12 57 19 0 0 0 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 Walls and c 12H 2.0 1.1 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 8 11 7 0 0 0 e 13C 5.1 3.4 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.3 149 167 192 52 58 67 b 16D 1.8 2.1 2 4 4 0 0 0 c 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 6 165 0 0 0 0 b 20G 2.4 0.8 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 35 779 172 0 0 0 13 SubtotBinh Loss=6+8,+11+12 2101 58 a 14 Duct Btuh Loss 50/ 120 5"/ 3 0/ ass o/ rwas 15 Total Btuh Loss = 13+14 2528 61 aaaa sraa a,aa 16 Int.Gains: People@ 300 0 0 0 0 Appl. @ 1200 0 sa,a 0 0 rsa 0 aas. raa, 17 SubtotRSHGain=7+8..+12+16 1969 67 a„ a, a,. Duct Btuh Gain l0o/ 197 100/ rrr 7 J sasr 11 0/ 1 raa, I1819TotalRSHGain=(17+18)•PLF 1.00 I2166 1.00 74 20 CFM Air Required aa•+ 88 107 1 2 4 Printout certified by ACCA to meet all requirements of Manual J Form National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 Phone:703/931-2187 Fax:703/931-6505 INTERNATIONAL CODE COUNCIL. website: www.nateval.org NATIONAL EVALUATION REPORT Copyright © 2001, National Evaluation Service, Inc. BORA-CARE® TERMITICIDE, INSECTICIDE AND FUNGICIDE NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE 37853 800-264-0870 nisus(aDnisuscorp.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. Report No. NER-617 Issued October 1, 2001 The instructions within this report govern if there are any conflicts between the manufacturer's published installation instructions and this report. 4.2 Application BORA-CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistency as water. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordance with local, state, or federal pest control regulations. BORA-CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electrical wiring, and plumbing. 4.3 Protection from Water Since BORA-CARE is water soluble, treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 I Report No. NER-617 Page 2 Of2 5. 0 IDENTIFICATION 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 EvaluationServiceevaluationreportnumber, NER-617 for field identification. 6. 0 EVIDENCE SUBMITTED 6. 1 Manufacturer's descriptive literature, specifications, and installation instructions. 6. 2 Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/ WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 6. 3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su. 7. 1 This Evaluation Report and the manufacturer's published installation instructions, when required by the codeofficial, shall be submitted at the time of permit application. 7. 2 BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 7. 3 BORA-CARE shall be installed in accordance with the manufacturer' s published installation instructions and this report. 7. 4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7. 5 BORA-CARE was evaluated only for resistance to subterranean termites. 7. 6 BORA-CARE is water soluble and shall be protected as noted in Section 4.3 above. 7. 7 BORA-CARE has not been evaluated as a treatment for resistance to termites on LVL products. 6. 4 Test report, January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 This report is subject re-examination a periodic the subterranean termite feeding and tubing near basis. For informationn on the current status of this Gulfport, Mississippi, comparison of treated and Evaluation Report, consult the NES Product Evaluation untreated wood floor joist, Mississippi State University Listing or contact the NES. Forest Products Laboratory, Terry L. Amburgey. 6. 5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6. 6 . Test report, January 2001 Progress Report, 110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6. 7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7. 0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this reportcomplieswithorisasuitablealternatetothatspecifiedinthe2000InternationalBuildingCode© with 2001 Supplement, the 2000InternationalResidentialCode© with 2001 Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building Code TM, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: SHIM AS REO'D ONE BY WOOD SEE NOTES) BUCK BY OTHERS I BUCK WIDTH1 1/4' MIN. l/1INSTALLATIONANCHOREMBEOMENT ONE BY WOOD 3/16- DIA. TAPCON- - — SHIM AS RED BUCK BY O\ER SHOVA! 1/4* SHIM (SEE NOTES) FLANGE TYPE SPACE MAX CAULK BETWEEN WINDOW CAULK BETWEEN WINDOW FRAME FLANGE h WOOD BUCK WOOD BUCK k JAMB G CONCRETE MASONRY OPENING OR MASONRY CONCRETE OR BY OTHERS OPENING MASONRY OPENING - I BY OTHERS BY OTHERS ``\ Q INSTALLATION EXTERIOR d 1 1/4' MIN.I;v ANCHOR FINISH • EMBEDMENT TAICON ISHOWNBYOTHERSQ PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK h PERIMETER CAULK VANDOW WIDTH MAS'Y OPENING BY OTHERS Ile SHIMJ BY OTHERS SPACE MAX EXTERIOR CAULK BETWEEN EXTERIORWINDOWFLANFINISH GEFLANTYPE WOOD CK BY OTHERS WINDOW FRAME SECTION. 2 HEADER WINDOW WTH. EXTERIOR B C WINDOW BUCK D E . HEIGHTHEIGHTJ / K 2 FLANGETYPESTILLSTOOLWINDOWFRAMEBYOTHERSSILL WINDOW HGT. F G PERIMETER CAULK BY OTHERS w CE iT{Ft1+R. I/. v aF LtJ'R D A- R. 0 . A. F. t. t9.t\ , k L UL.J:IIC 1CLi.MEi rri— NCRA1. Ac Ut-41AJ UM wr: A QrrPR VTi6, A —'-Z, i tlTI27E:: 1) WHERE WATERRESISTANCE TEST REQUIREMENT OF ES. 15% OF DESON LOAD APPUPOSITIVE OESGN Q H LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED W TEST - a 2) WSTALLATION' FLANGE FRAME WINDOW W CONCRETE OR MASONRY OPENING USE 3/15 DIA TAPOON 0 T SUBSTRATE AT LOCATIONS CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH VULKEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS ' APPROVED EQUAL SECTION 1 1fGFDEY]L ! 1! iWF 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIA : ALUMINUM ALLOY 6063. 3) USE LATEX CAUL( BEHIND WINDOW FLANGE AT HEAD k JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAUL( OR APPROVED EQUAL 4) APPUCATION OF VULXIM 115 ADHESIVE CAUL( AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CFWIS. SINGLE GLAZINGISSHOWN. INSULATING GLASS IS ALSO OUAUFIM. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPUES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIES. COMPARATIVE ANALYSIS AT10N CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS W10TH/HOGKT EXTERIOR INTERIOR HEAD JAMBs F12 191/a X 25 9999•'19-,/e X >0 3/5 7B 76 59 BF,G F,G19 ,/aX50eh5954B BF,G1919 t/o X 54 5A 54 52 52B F•G 1/5X555/1 45 B F,G 16 19 ,/• X 53 III 1 X 72 45 40 40Fr 1H IK3 1/2 X 28 ,/2 X 38 3/0 51' It, B B F,G 1H4 26 1/2 X 50 5/5 44 44 B F. IT F,G1H4+426 1/2 X 54 6/5 42 42 41 BB F,9 1H4+5261/2 X 55 6/4 41 40 B F,G 1HS H6261/2 X 53 6 1 X 72 40 40 g F G 3OX2 3OX3 301/2 X 25 30 1/ 2 X - 3A 56 44 44B B F,G F.G3OX430 1/2 X 50 6/6 40 40 B F,G F,G3OX4+430i/2 X 54 5/a 40 40 4040 BB F.G 30X4+530 ,/2 X 55 6/5 40 40 a F,G 3OX5 6 30t/2 X 63 40 F 22 x 6 51 B F,G 23 37 X 38 3/4 40 40 B F,G 24 37 X 50 5/9 40 40 B F•G F.G . 24+437X546/5 40 40 40 BB F.G 24+52537X55a/a 37 X 53 40 40 40B F.G.H.16 37 X 72 40 40 F G 4825 483a 48x 26 4B X 38 2/5 48 40 40B B F.G F,G4850484+ 448X 50 3/0 4a X 54 ILA 40 40 4040 BB F,G F.G.H.1 484+5 48 X 55 6/a 40 40 B B F,G,K. F,G,H.1I 4863 48X6340403253 t/a x 26 45 43 B F.G F.G - 33 53t/6 X 35 3/8 40 40 40 B8 F,G,H,I34 531/5 X 50 AA 53 X 54 5/6 40 40 40B F.G.H.134+4to531/0X 55 6/6 40 40 8 F.G.KJ 34+535531/5 X 63 40 40 B F.G.H.1 3653 t X 72 40 40 a I F G H I ANCHORS OF CHART. LENGTHTO PROVIDE MIN. 1-1/4 EMBEDMENT W 0 SHOWN ON CHART. 1 3) ISEENS ELEVATION FOR KEY OF ICIENT LOCATIONS 4) INSTALL /B SCREWS OF SUFFICIENT LENGTH TO PROWDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT E L E-VAT. IO N ALL OTHER FACTORY SZEAPPIS NOT US AEON HOLES 5) IF EXACTWINOOWSIZEISNOTLISTEDINANCHORCHART, USE ANCHOR QUANTITY LISTED M1H NEXT VIEWED FROM EXTERIOR LARD 5121~ FOR THE APPROPRIATE DESIGN PRESSURE REOV. 1001 M. C.. b1 Xd • CcrraDkb. - n 75M • P.D. B. 819022 • DWk-. TX 75361 du„e,o IX304P,xH ASSEMBLY DRAWING SERIES 1440/1540TELSINGLEHUNGWINDOWbT - 6Y SGNL BB N/A QZ Vi'BL DATE SW REASON BY ECN mm 10 26/Ot 1 B PGEN—OOT2 PREPARED BY: PRODUCT TECHNOLOGT CGRP., 250 INIERNATIONN. PKY„ SUfTE 25Q HFATHROM, FLOR 32748 PHONE SIG/ 505-0365 F" 407 505`03M I CAULK BETWEEN WOOD BUCK &MASONRY OPENING BY OTHERS ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK i STUCCO— BY OTHERS PERIMETER CAULK J BY OTHERS GLAZING W NDOWHEIGHT EXTERIOR i PERIMETER CAULK BY OTHERS 4 01 PRE -CAST SILL J BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON CONCRETE OR MASONRY OPENING BY OTHERS SHIN AS REO'D. SEE NOTES) Q 1-1/1 MIN. EMBEDMENT I/4' MAX. SHIM. SPACE FLANGE TYPE WINDOW FRAME HEADER BUCKHEIGHT BUCK WIDTH 1/4" Al.0 SHIM SPACE SHIM AS REO'D SEE NOTES) L 1-1, AIN. EMBEDMENT FLANGE TYPE WINDOW FRAME Q CAULK BETWEEN JAMB 4 WOOD BUCK & MAS'Y OPENING BY OTHERS GLAZING INSTALLATION ANCHOR 3/16" DIA. TAPCON Q ONE .BY WOOD BUCK BY OTHERSEXTERIOR CAULK BETWEEN PERIMETER CAULK BY OTHERS WOOSBUMANGE CONCRETEWINDOWW10TNORMASONRY OPENING BY OTHERS SECTION 2 STUCCO D FLANGE TYPE WINDOW FRAME SILL WINDOW HHGT. um F MARBLE SILL STOOL BY OTHERS CAULK BETWEEN w1NOD. FLANCE PRECAST SILL 'mTH WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION t COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPLUN ANCHOR SIZE (INCHES) CAPACITY 1N PSF LOCATIONS WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 X 60 40 58 NE.".. 12. X 72 40 56 C - D. 16 x 16 40 106 0 H,1, G H.1 Z+ X 16 40 69 As H,I 24 X 24 40 55 A. F,G 2• X 30 40 AS A,8 F.G 24 X 36 40 40 A.B F,G 24 X 48 40 40 A.B D.E F.G 24 X 60 40 40 A.8 D.EF.G 24 x 72 40 40' A. D.E. G 32 X 48 40 40 A•e O.EF.G 36 X 24 40 40 A.B O.EF,G 36 X 45 40 40 A. D.EF.G 36 X 72 40 40 A.B O.EF.G 8 x 24 40 40 A,B D.E.f,0 48 X 48 40 0 A.B O.EF.G 48 X 60 40 40 A.B O.E.F.G 64 X 24 40 40 A,8 F.G 72 X 38 40 40 A.B F,G 72 X 60 4040 A.B. D.E .F,G 73 X 16 40 40 A H,I BY OTHERS CENTRAL FT ORMA B.O.A. F. WINDOW iL.tfE\lJl'ACI R.ERNAME: WTH. eN R Wr1 NUM MASTER FILE:if :_ GENERALNOTFS: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THESUBSTRATEWITHWLKEM116ADHESIVECAULKORAPPROVEDEQUAL. 2 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF AST. E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOAD$ WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSG ACHIEVED IN TEST. B) INSTALLATION: FLANGE FRANC WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16" DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN..1-1/a EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL AB SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK ATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC_ES ARE NOT PRESE'J. SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS &MAX. 224'O.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTIT+ LISTED WI BTHNEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1,150 SERIES PICTURE WINDOW IS SHOWN, THIS PRINT ALSO APPLIES TG THE 1550 SERIES- ELEVATION VIEWED FROM EXTERIOR Q/- IZ-DL DATE AI& W 1001 W. Cmsby Rd. • CarmlRon, TX 7M • P.O. Box BIS022 • Dallas, 7 75381 aKAwIHL DESCAWiId INSTALLATION. E•_TAIL SERIES 1450/1550 F_ANCE PW DAIwH Bi CMD. ai Si.IL ' BB N A a• co.. DAIt c.c ..In4t:r WSON Bi• a.. EC,- - 1 _ 'l Ipy. B I SHEATHING BY OTHERS IB INSTALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR FINISH BY OTHERS PERIMETER CAULK 6Y OTHERS FIN TYPE. WINDOW FRAME HEADER EXTERIOR FIN TYPE WINDOWFRAME SILL CAULK BETWEEN FIN SHIM AS REO'D. h SHEATING SEE NOTES) I MIN' EMBEDMENT FIN TYPE WINDOW FRAME JAMB z x w000 BY OTHERS I II 8 INSTALATION ANCHOR SCREW SHOWN (TYP.) 2 X WOOD BY OTHERS CAULY 'ETWEEN SHEA h FIN 6Y 0--HS 1 MIN. EMBEDMENT SHIM AS REO'D.— YSEENOTES) SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2HEIGHT WINDOW WTH. _ ANCHOR (TYP.) O O O 0 O SILL STOOL - O 1 0 2 BY OTHERS 24' O.C. / MAX. (TYP.) T-T} O 0 WINDOW I EQUALLY SPACE ANCHORS (TYP.) HGT' o 0 O / O PERIMETER CAULK BY OTHERS SHIM AS REO'D. O SEE NOTES) o , o o o 0 6(T) 88 SCREWINSTALATION 2 x WOOD ANCHOR SHOWN BY OTHERS TYP.) 6- MAX. (TYP. CAULK BETWEEN WINDOW FIN & ELEVATIONEXTERIORSHEATHING FINBYISH I' MIN OTHERS EMBEDMENT VIEWED FROM EXTERIOR. SHEATHING SECTION 1 BY OTHERS 1VERAl 4 NAbff'- I)A.Almom MASTER FILE # 3 COMPARATIVE ANALYSIS k ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF /B SCREWS NO. OF 0.090 DIA. NAILS SQE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D, IN FRAME WDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL 0- EA. JAMB HEAD SILL O EA, JAMB 16 X 30 109 109 2 2 2 2 2 3 16 X 40 83 83 2 2 3 2 2 3 16 X 50 61 63 2 2 3 2 2 3 16 X 6 2 1 20 X 30 85 86 2 2 2 7 2 20 X 40 73 73 2 2 3 2 2 4 20 X 50 59 59 2 2 3 2 2 4 20 X 60 48 48 2 2 2 2 4 28 X 30 57 57 2 7 28 X 40 52 52 2. 2 3 2 2 3 28 X 50 48 46 2 2 1 2 2 4 28 X 4 40 2 2 3 2 4 30 X 30 52 52 2 2 2 2 2 30 X 40 49 49 2 2 3 2 2 3 30 X 50 43 43 2 2 3 2 2 4 30 X 60 40 40 2 2 1 7 2 4 18 z 30 Al 4I 2 18 X 40 40 40 3 3 3 3 3 3 38 X 50 4Q. 40 3 3 3 4 X 4 a 3 3 5 40 X 30 40 40 2 40 X 40 40 40 3 3 3 tft 3 40 X 50 40 40 3 3 J 4 4 a 40 3 3 3 5- 1). SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL @ JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY WARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGNLOADSWILLBELIMITEDTO4o.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7)- INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING 0.090 IN. DIA NAILS OR 18 SCREWS OF SUFFICIENT LENGTH TO PROMOE MIN. 1 EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR DUXNTITY LISTED VAIN NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. M5,ECN rosby Rd. • Canothm, T% 75006 • P.O. BoX 819022 • Dolbs. Ty ASSEMBLY DRAWING ERIES1140/1940 TEL SINGLE HUNG WINDOW aiuW[ STM IRCMSIOH 11/DS/Dl B GEN-001 SHEATHING — BY OTHERS CAULK BEHIND FIN — CXTERIORFINISH IT OTHERS PERIMETER CAULK-, BY OTHERS FIN TYPE J WINDOW FRAME MEADER GLAZING — SEE NOTES) EXTERIOR 1 FIN TYPEFRAMESIL PERInE7Ei BY OTHER IEXTERIORFINISH BY OTHER CAULK BI BY OTnERS I' MIN. —WINDOW 11111M "/'" MAX. E .BID —ENT —jrSnln SPACE 2 X BY WOOD a OTME RS SHIM AS REO•D. 2 z WOOD BY OTHERS FIN TYPE WINDOW 48 INSTALLATION FRAME JAMB ANCHOR SCR GLAZING lill 'I uLi 1' MIN. SH1n AS RCO'D- (SCE NOTES) - ECNI SECTION t i/4' MAX. I SMIn SPACE; WINDOWHEIGHT 2MAX. (TYPJ WINDOWHEIGHT L Colo. I/4' MAX. SHIM SPACE 48 INSTALLATION ANCHOR SCREW 2 X WOOD BY GTHERS E%TfRIOR - PERIMETER CAULK BY OTHERS x8 ]NSTALLATION ANCHOR SCREV COMPARATIVE ANALYSIS & ANCHOR CHART V N V DESIGN PRESSURE N0. OF KB SCREVS N0. OF 0.099 01A. NAILS SIZE 1NCHE S) CAPACITY IN PSF REQUIRED IN FRAME REQUIRE IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD L SILL 8 EA. JAMB HEAD L SILL B EA. JAMB 20 x 70 a0 40 2 2 22 2220X40404022320X50 O x 6 40AO 40 2213 2 3 30 x 30 40 40 2 2 330x404040232330X50 30 x 60 4040 40 22 3 2 4 40 x 30 40 40 2 3 340x40040333440x50 40 x 60=, 4 0 40 33 3 3 5 30 x 30 2] 33 4 EXTERIORFINISH - CAULK BEHIND FINBYOTHERS E1V CENTRALF FII O JIJWpp a B.O.A.F. tL SECTION 2 SHEATHING BY OTHERS MANUFAcT RE1LiRNAM: uM/NU/-/ WINDOW WIDTH J7CL Erti/ER>-4Lp A+ u.Lt'` ASTER FILE # • 2, 0 0 o N TI1 ERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS VILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 21 INSTALLATION: FIN FRAME WINDOW IN WOOD FRAMEOPENING VITH TWO BY VEBYSTUDSUSINGABSCREWSCIFSUFFICIENTLENGTHTOPROVIDEMIN. 1' EMBEDMENT INTO SUBSTRATE OR 0.099 1N, DIA NAILS. 3) IF EXACI WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE OUANTlll LISTED 2 WITH NEXT LARGER4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM ANCHORS SPACE ANCHORS (TTP.) STACKMAX. ALLOWABLE SHIM STACK TO BE 1/4'. SHIM 5) VINDOV FRAME MATERIAL, ALUMINUM ALLOT HEAD. 6) USE LATEX CAULK BEHIND WINDER FIN AT HEAD. SILL L JAMBS. Z) USE LATE% CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF CHANGE. B) GLASS THICKNESS MAY VARY PER REOUIRENENTS CIF ASTM [I300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO QUALIFIED. 9) GENERAL ALLIMINCMS 1100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6' MAX. (TYPJ 0 0 0 LMAX. (TYPJ ELFVATIDN VIEWED FROM EXTERIOR CAULK BETWEEN - WOOD BUCK I MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW FLANGE I WOOD WINK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH - By OTHERS' PERIMETER CAULK BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR EIGHT ONE BY WOOD NOTES. BUCK BY OTHERS 1) SHIM AS RE07D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHOR 2) WINDOW' FRAME MATERW.: ALUMINUM ALLOY 6063. f— INSTALLATION 3/16• DIA. TAPCON 3) USE LATEX.CAULK BEHIND WINDOW FLANGE AT HEAD. SILL de JAMBS. A) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FL_cE. SHIM AS REO'1 SEE NOTES) 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTu E1300 GLASS CHARTS. 61DESIGN PRESSURE CAPACITY OF WINDOW I INSTALLATION IS LIMITED ICAD.O PSF. 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING. USE 3/16' DIA. TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4• 1 EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS 12A' O.C. MAX. BETWEEN. IIIBUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. I-1/a• nIN. d EMBEDMENT BUILD DOWN MUST BE or SUFFICIENT STRENGTH TO ADEOUATELV TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 91 ELEVATIONS SHOW COMMON CONFIGURATIONS. IT 1$ NOT INTENDED TO LIKIT USE OF THIS 1/1. MAX PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS SKI SPACE THAT CAN BE MANUFACTURED FROM THE 1450/155D SERIES DESIGNER FIXED WINDOW FRAMING SYSTEM, CENTRAL FL®REDA B.0 A-F. MANUFACTURER Nor GENERA-L ,4L.UffINVH MASTER FILE # GLAZING VTP. SEE NOTES) BUCKHEIGHT SHIM AS REO'D SEE NOTES) FLANGE TYPE WINDOW FRAME SILL ONE BY WOOD PERIMETER CAULK — f BVEKBY BY OTHERS 1/A' MA%. SHIM SPACE a aEXTERIORFINISHJa QBYOTHER$ CAULK BETWEEN WINDOW 1-1/1MIN. FLANGE I WOOD BUCK EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA. TAPCON BY OTHERS CAULK BETWEEN WOOD BUCK I MASONRY OPENING BY OTHERS SECTION I F WINDOW WIDTH --i ELEVATION VIEWED FROM EXTERIOR OW WIi iHT HE B11C[ WIDTH - SHIM AS REO'D ISEE NOTES) FLANGE TYPE WINDOW fRAME JAMB 1/ 4' MAX. S SHIM SPACE i- 1/a• MIN. EMBEDMENT CAULK BETVEEN DOD BUCK I MA$' Y OPENING d BY OTHERS G c1YP. INSTALLATION ANCHOR GLAZIN SE[ Ir 11 4 3/16' DIA. TAPCON ONE BY WOOD PE RI.ETER CAULK BUCK BY OTHERS BY OTHERS CAULK BETWEEN E xTE I' FINISH WINDOW FLANGE BY OTHERS WOOD BUCK WINDOW WIDTH CONCRETE OR MASONRY OPENING SECTION 2 BY OTHERS L-- WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 1001 V. C-by Rd. • CRNADIRA, I% 75006 • P.O. Box 819021 • Ddks. TX 75381 INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW vr, Li [r.aA. ii TV IC N/ A CCp YiC 3120/ 02 LVL MynILN BIGEN-OD25 DAT_ r-IaEvI:1DN BY I EcM SHEA-H-NG BY CTHER! CAULK ei EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS F N TYPEFRAMEHE GLAZING IT .. ., SEE NOTES FIN TYPE J/ FRAME SILL / PERIMETER CAULK J BY OTHERS IS wSTALLATION J ANCHOR SCREW (TYP.) EXTER:OR FINISH BY OTHERS CAU_IL BEHIND FIN - SHEATHING BY OTHERS Ij DESIGN PRESSURE CAPACITY OF WINDOW & INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUOS. USING O.C99 IN. DIA NAILS. PLACE .099 NAILS 6" FROM BLED DOWN CORNERS MAX. k 8" O.C. MAX. BETWEEN. BY OTHERS 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH Two BY WOOD STUDS. USING 18 SCREWS OF SUFFICIENT LENGTH TO PROVIOE MIN. 1 IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6" MAX. FROM CORNERS A 2 CC MAX. BETWEEN. 4) SHIM AS REO'O. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. . 5 INSTALLATION 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR SCREW (TYP.) 61 USE LATEX CAULK BEHIND WINDOW FIN AT MEAD, SILL k JAMBS. T) USE LATEX CAULK FOR PERMETER SEA .AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER THE REOUtREMENTS OF ASTM E1100 SHIM AS REO'D. GLASS CHARTS. SEE NOTES 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE T14- MAX. SHIM SPACE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. UNTRAL- FLORIDA R.O.A.F. MANUFACTURER NAME: N 44IAMIIIII44VERiL MASTER FILE #k aL WINDOW wDTH HEIGHT 0 0 O 0 O O WINDOW 0 O HEIGHT O O O. O O O O O O I /4- MIA. SHIM SPACE SHIM AS REO'D, SEE NOTES ELEVATION VIEWED FROM EXTERIOR x FRAMING EMBEDMENT BY OTHERS SECTION 1 013--u-cz L SHIM SPACE TWO BY FRAMING SntM AS-REO'D. / BY OTHER$ FIN TYPE / FRAME JAMB 1* MIN EMBEDMENT ' SNEATING BY OTHERS GLAZING (TYP.) CAULK BEHND FIN SEE NOTES EXTERIOR FINISH BY OTHERS Fx RIOR f6 INSTALLATION ANCHOR SCREW (TYP.) WINDOWWIDTH PERIMETER CAULK BY OTHERS - SECTION 2 WIIHE ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK & MASONRYOPENINGBYOTHERS INSTALLATION ANCHOR BUCK WIDTH ONE BY WOOD 3/16" D.A. TAPCON BUCK BY OTHER FLANGE TYPE 1/iSHIM CAULK BETWEEN WINDOW SHIM AS REO'D SEE NOTES) WINDOW FRAME PACES JAMBFLANGE & WOOD BUCK 0 PENING a 1 1/4 4IN. MOASONRTY OOR BY OTHER EMBEDMENT 1 EXTERIOR FINISH 6Y OTHER PERIMETER CAULK BY OTHER FLANGE TYPE WINDOW FRAMEHEADER Ow1T EXTERIOR FLANGE TYPE WINDOW FRAME—YSILL \ PERIMETER CAULK BY OTHER ONE BY WOOD BUCK BY OTHER // EMIOEDMENT SHIM AS REO'D. SEE NOTES) Q CONCRETE OR MASONRY OPENING BY OTHER INSTALLATION ANCHOR 1/16' DIA. TAPCON L PERIMETER CAULK aBYOTHERS I CAULK BETWEEN I1/4' SHIM WINDOW WIDTH WOOD BUCK & SPACE MAX. MASONRY OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANGE FINISHBYOTHER WOOC BUCK BUCKHEIGHT SECTION 2 ANCHOR (TTP.) H J K HI pp o a PRE CAST SILL / BY OTHERS — CAULK BETWEEN W1NOOw FLANGE PRE CAST SILL WITH VIILKEM SECTION 7 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTES GHT BIHT 1 WNDOW 1 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4- 2) WINDOW •RAME MATERIAL: ALUMINU M ALLOY 6063 3) USE LATEX CAULK BEHIND VANDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE AT TACHEO TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL 4) -APPLICATION OF VULKEM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL. MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS,OF ASTM E1300 CLASS CHART SINGLE CLASS IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 15E0 SERIES MODIFIED SLIDER INSULATING GLASS- a) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 16' DIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROWDE MIN.1-1/4 EMBEDMENT INTO SUBSTRATEATLOCATIONSHOWNONCHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL !8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D. 11) IF EXACT WNOOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITT LISTED WITH NEXT LARGER SIZE. D f 2 G ELEVATION VIEWED FROM EXTERIOR o3-7.r~vE- COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR FIN 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 HA A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 1 40 40 H,K A,B,F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 HA A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K 6,C.D,F.G CENTRAL l LO[1A.7.YA B. O. A.F. MANUFACTURER NAME: E /Ef?it-L .4L lM't J V Yt' MASTER FILE # g D-YE DWwG NAu[ eT 3/20/02 I GEN0027 rtdaoa• ca..:w wrt.w.lw• r.. wrt >a .rt•I.w.. Tau 1.1 a max t•o11 eof-Cx! ..A l..>I .d-t][ SHEATHINC CAULK BETWEEN FIN SHEATHING 2 X FRAMING BY OTHER & SHEAT,NG BY OTHER BY OTHERS CAULK BETWEEN irs SCREW 'NSTALATION 'j EMBEDMEMI.NT t/a MAX SHEATHING & FIN SHIM AS REO'D SHIM SPACE BY OTHERSANCHOR (TYP:) 2 X FRAMING (SEE NOTES) EXTERICR. FINISH BY OTHERS BY OTHERS FIN TYPE -- 1'MIN WINDOW FRAME EMBEDMENTFEP.!METE= CAULK 1/4 MAXJAMB Br CiHE.<SHIM SPACE T K8 SCREW INSTALATION F N TYPE ANCHOR (TYP.) W. NDCWSHIM AS REO'D FRAMEHEADER (SEE NOTES) WINDOW WIDTH -- EXTERIOR FINISH BY OTHERS WINDOW EXTERICI PERIMETER CAULK HEIGHT BY OTHERS CXT RIOR FIN TYPE SECTION WINDOW6 MAX.(TYP). FRAME SL1 EQUALLY SPACE 6" MAX.(TYP) ANCHORS ( TYP. O HEAD, SILL. SILL STOOL & JAMBS) 8Y OTHER PERIMETER CAULK 1/4" MAX. BT OTHER SHIM SPACE . SHIM AS REO'D 78 SCREW (SEE NOTES) WINDOW INE: Z:OR ION \ ANCHOR ( TYP.) 2 X FRAMING HEIGHT \\\ ' x\— I BYOTHERS \ \ zTE: OR F:N15- \:er D-HER$ CAULK BETwEEN COMPARATIVE ANALYSIS & ANCHOR CUANTITY CHART WINDOW SIZE DESIGN PRESSURE 18 SCREWS REOD. 099 NAILS REO'D. INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB 1 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 1 2 4 36 x 12 40 40 2 1 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 15 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 1 3 6 1 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 1 40 1 40 4 3 7 5 SHEA-- ING _ BY C-HER 1 MIN. WINDOW FIN & SHEATHING D 10 2 Q.;G1yllg1AL4 JC.tl MDA B.O.A.F. EMBEDMENT 14°^1 UFAC`,',URER NAME: SECTION 1 1 CE': ER<_ NOTES:NCHOR 24" D.C.OCTYP.), 1) SHL' AS REC'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD MAX.(TYP), I l1'! MASTERF:Ie,j BEiRING SHIMMAX. ALLOWABLE SHIM STACY TO BE 1/4. J.1Ilt.7Il.C.Jil 7T2) W:. DOW FRAvE MATERIAL ALLOY 6063 WINDOW WIDHT 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD .SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARCdND EXTERIOR OF WINDOW L FIR Al1E. 5) G:= SS THICKNESS MAY VARY PER THE REOUP.EMEVTS OFASTM E1300 E E V A TI O N Sl%;;LEGLAZINGISSHOWN, INSULATING CLASS IS ALSO OUALIFIED. 5) DRAMNG APPLIES TO INSTALLATION OF FIN FRAME 'MIC3W IN WOOD FRAME OPENING L i :. y r VIEWED FROM EXTERIOR' i' W7 e. Fie+bT •OyaeeA n 7500A •F.O. Bet 819071•MW n TS91 LE% H T By WOOD STUDS ; US -NC MB MENw CIA USST CR_ 18 SCREWS OF SUFFICIENT LE`.sTHTOMIN: :• EMBEDMENT INTO SVSSTR=-E. DRAWING WOOD FRAME STRUCTURE ND:!WS7) 6E<ACT vAND:w 9ZE IS NOT LISTED IN CHART, ;SE ANCHOR QUANTITY LISTED WITH N,I" LARGER SIZE. SINSTALLATION SERE$ 11$0 /7980 MODIFIED HORIZONTAL SLIDER 8) G",:;AL ALUM.NUM•S I180 SERIES HORIZONTAL c-_ De. ;e SHOWN, THIS PRINT RISC TO TrE1980INSULATING0.A55 Hm,zc -.AL SL:OER SERIES. C KOS.uiAP—E$ N/A 10 I 03/II/02 DRNEN— I GEN-002? Iln..r_ e,r rt.,•Mxx, <w.:so .Ic eo.....• sw-s :se..t....o, now• st T•s t-+c (•a?: sn-c:is t.. ;w+; r.-e:ss MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) 1 SECTION L-j EXTERIOR owc No: QEN70452 GA it MULLION II I DIE NO. 1445 I II I I tl I INSTALLATION I I I I MULLION I I IANCHORANCHOR I II I TYP.) BRACKET I . CENTRAL FLORIDA B.0. - INSTALLATION ANCHOR MAN AC d URER N (TYP.) STER EIEE # I I v ° SEE NOTES 8 SELF TAPPING a° a v a I a v o # 2 & #3 SM S (TYP.)z— SUBSTRATE -- 1-7/8"— MULLION DIE NO. 1445 A- A ELEVATION SECTION B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO, 1445 DRN: JS APRVD:.- - -- DATE:3/17/02AREA: - - - - WT/FT: - - - - SCALE: HALF MATL' - - - - DWG NO GEN-0452 PREPARED BY: .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW, FLORIDA 32746 PHONE 407-B05-0365 FAX 407-805-030 5 4 B i 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 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 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. 225 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-03W CA020M FEB. 19; 2002 02-0217 M r( GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805MW CAOM123 FEB. 19, 2002 02-0217 DWG NO: 1-0451 MULLIUN ANCHOR ED BRACKET INSTALLATION ANCHOR 71\, (TYP.) WINDOW FRAME JAMB TYP.) 8 SELF TAPPING SMS (TYP.) IVI lJ LLI ON DIE NO. 1446 SECTION A -A MULLION ANCHOR BRACKET o v v a a o SUBSTRATE MULLION DIE N0. 1446 f INSTALLATION ANCHOR TYP.) SEE NOTES 2 & ##3 v - 1-7/8 SECTION B-B a CENTRAL FLORA B. 0 MANUFACTURERjpr't • i• O o EXTERIOR ELEVATION 5'-dE,A NOTES: ASTER FILE # 5- 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. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4 MIN. TITLE: FIN VERTICAL MULLION INZSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING ##10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA' ---- DRN: JS APRVD: ---- DATE:3/17i r- FRAMING. WT/FT: SCALE: MATL: — — — — DWC N0: HALF T.Qnw flnRIOA 32746 ?HONE 407-805-0365 FAX 4 7-645-0'ci SHEATHING BY OTHERS STUCCO JORSIDING BY OTHERS PERIMETER CAULK BYOTHERS SHIN AS RE'O'C INSTALLATION ANC:.CR — DOOR WIDTH /c• MAX, SHIM SPACE rWO By WOODISEE-2TES) :E SCREW _ CB BY OTHERS CALL. BETWEEN DOCP. FLANGE TWO BY WOOD SLIDING GLASS L SHEATHING BY OTHERS DOOR FRAMEJAMB SLIDING CLASS DOOR 1/4- MAX. HOOK STR[P 1 SHIM SPACE u IL. .1 :sup $ ',• _ . s. ... .. .L' L /0f1 _--- — SLIDING GLASSDCCR-FRAME SILL 1-1/8- MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYPJ DOORHEIGHT D I A lDEnBEDMENT a A D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL. ININ BED IN$TALLATIC'N ANCHCR OF C---NCRE E 3/15' DNA, TAPCON A, SECTION A. -A V iNSTALLATIGN :ANCFiR KB SCREW TWO Bx WOOD By OTHERS CAULK BETWEEN HOCK STRIP L SHEATHING INSTALLATION ANCHOR 1-I/8• IN. aS SCREW EHBEDHENT TEMPERED GLASS CAULK. BETWEEN TYP.) DOOR FLANGE L SHEATHING SHEATHING By OTHERS PERIMETER SHEATHING BYBY OTHERS CAULK By TEMPERED GLASS OTHERS STUCCO (TYP.) STUCCO OR SIDING OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B A —ARI EXTERIOR ELEVATION 2 PANEL DOOR SHOWN REVS DESCRI 12002 H100K STRIP DETAIL FI) MATERIAL• WIMUM ALLOT 6061Or2) a INSTALLATION OOL TA CON IE SUFFICIENT LENGTH TO ASILL T EMBEDMENTCIF1-1/8' INTOLENGTH T TACHIE TTP£ IVEINNSTALLATIONANCHORSATSILLMST8CCIF7) INSTALLATIONYANCHM CMARTEON )ACK EI TIfN SNECT.-1/t• INTO rNSpMli OR CFNCRETLA) USE SILICCNIZED ACRYLIC CA K ICMIMO DOOR FLAIGE AT HEAD L JAMBS3) u'E SILICCRZCO ACRTLIC CAULK FOR PCRiMETCR SEAL AAWn EXTERIOR w DOM6) IF CXACT DOOR SIZE IS HOT LISTED IN AHCMO! CHNiT. USE ANCHOR pUANTITY LISTED VIM NEXTLARGERSIZE. FOR THE APPROPRIATE DESIGN PRESSLRE RCO-D. POCKET7> TOR POET OOW SIZES USE CLOSEST ITPASS DOLOR SIZE L COWIGURATO7N TO FOKISMED PEMINGAPLACEINSTALLATIONANCHORS. IH FRONT OF HIM STRIP AS SNOWM8) GLASS THICKNESS MAT WARY PER RCOUIRE)ENTS OF ASTN E1300 GLASS CHARTS. 1) DOOR LIMIT IS APPROvED USING TEMPERED GLASS IN SINGLE GLAZER OR INSM-7IMG GLASS10) JAMB / SILL CORMCRS ARE TO IC SCAD UITH A SMALL JOINT SEAN SEALERil) SHIM AS REC'L AT EA SET V INS- LALLATION AMCNORL MAX. ALLOWABLE SNIM STACK TO !E I/A'. l2) ALL INSfALIATICN ANCHORS MUST BE MADE Or CORROSION RESISTANT MATCRIALS. - I71 CZIW?CURATlj TS ARE AS LISTED CN ANCHOR CMART Pp ADAEX OFX PRWEO THIS S.1-T. IA) NOT C:J`IC:uR-3- & LISTEDTRIP BETAILE APPLYMTO IMTALLATICIM OF ALLVERAPPROVEDINSTALLATION C(NIFIGWAX%WIbFIORIDACsTRUOERS 1000 --RIGS SLIOI)6 GLASS D001 IS SOWN THIS PRINT xA APPLIES T7NODSERIESAND $00 SERIES N DATE INN F L p PIDAINT.RINC.S SANFORD FL. TITLE: IDING GLASS DOOR INSTALLATION WITH * SCREWS DP.pWN 5Y:.3 A?PROVED BY: ATE: !2;: ?%Gi ISC LE: NT: jD'++G 2FLExDA' S F NOMINAL DOOR. SIZE AND CGNFIGURAIIGN DOOR SIZE IN HEAD L SILL QUANTITIES IN EA. JAMB (QUANTITIES IN EA. HOOK STRIPQUANTITIES TO 146FSF PSF i EO PSF 6l PSF T 70 PSF UP TO 45 PSF 46 PSF TO 60 PSF 6l PSF TO 70 PSF UP TOff6l PSFTO a5 PS70 PSi a)68 XX, OX, XO 5068 XX, OX, X 6068 xx, OX, XO 806E XX. 0X, X0OX- X 48 X 80 60 X 80 72 X 80 96 X 80 120 X 80 6 6 8 10 6 6 8 10 6 6 8 10 8 8 8 8 8 8 8 8 8 8 8 8 aa 4 4 4 a 4 a 10068 XX. 5080 XX. DX, XO 6080 XX, OX- XO 8060 xx, x, x0 X XO 60 X 96' 72. X 96 96 X 96 120 x 96 ' 6 g 10 1 6 8 10 12 6 8 ID 1p 10 10 10 10 10 10 10 10 10 10 10 I10' 5 5. 5 5 5 5 5 5 5 5 5 10080 xX 50100 xX, Ox, X0I60100XX, X, X x x 60 X 120 72 X 120 96 X 120 6 8 6 8 6 8 12 12 12 12 12 12 12 12 12 6 6 6 6 6 7 6 . 7 8 30100 Xx 9068 OXO 1206E XO OxO 109 1/8 X 80 145 1/8 X 80 IB1 1/8 X 80 12 I14. 16:. 12 l4 16 12 14 16 8 8 8 8 8 8 8 8 8 4 4 4 4 4 4 4 4 a 15068 9080 GX 12080 Ox OX 109 1/8 X 96 145 1/8 X .96 181 1/8 X. 12 14 6 12 14 12 14 10 10 10 10 10 10 10 10 10 5 5 5 5. 5 5 5 5 15080 90100 OXO 1201Oo Ox0 906E xxx 1206E XXX 15068 XXX 9080 xxx 12020 XXX 15080 xxx 90100 XXX I 00 xxx 10066 OXXO 12068 XXO 16068 XXO. I XX 12080 xx0 16080 xx 1 0l00 GXXO 160100 GxxO 10 XXXX 1206E XXXX 1606E xxx x 10080 XXXX 12080 xxx x I-pg0 xxx i001G0 XXXX 120l00 XXXX bChC XxXx 109 1/8 1 12 145 I/8 X 120 06 5/6 X 80plag5/B X 80 178 5/8 X 80 106 5/8 X 96 lag 5/8 X 96 178 5/8 X 96 106 5/8 X 120, 142 5/8 X 120 119 5/8 X 80 143 5/8 X 80 191 5/8 X 80 7/ X 'b 143 5/8 X 96 191 5/8 X 96 119l 5 8 X 120 1/4 x a 141 1/4 X 80 189 1/4 X 80 li 1/4 X 96 141 1/4 X 96 89 1/4 X 96 lli 1/a X 120 141 1/4 X 120 aS.,/a X I'0 112 14 12 a 12 14 18 12 14 18 I 18 12 14 16 2I14 16 12 4 l2 4 12 to 16 12 14 16 I 12 a 12 14 l8 12I14 IB I 18 I 12 la l6 12 14 16 12I14 0 12 4 12 la 12 14 76 12 4 12 14 is 12 14 18 I IS 12 14 t6 12 t4 6 l2 I 14 19 12 12 8 8 10 10 10 12 12 8I8 8 0 10 10 I 12 0. 8 * I 8 I 10 10 t2 I !2 12 12 8 8 30 10 10 12 12 8 g 8 0 10 I 12 e 8 8 I 10 10 12 12 2 12 12 8 8 10 10 10 112 I 12 8 8 8 10 10 2 8 iU I 0 0 2 1212 5 7 8 a 8 I 4 a a I 5 5 5 5 5 5 5 5'. 5 I 6 7 8 6 7 8 4 4 4 4 4 4 4 4 a 5 I 5 I 5 5 5 I 5 5 I 6 1 7 I g 4 4 4 a I 4 4 4 4 4 5 5 I 5 7 8 I 7 9 a - 7 ,Q,-1! 1// \ r NCHCR NOTES -_ MA;- np c -ENJNC- V/TWG = `L_- 3UCK US= SAME A`r ,..,Ai . i tom,. __ ....... FLORIDA EXTRUDERS INT. IN. SANFGF.O. ': L. T1LQ SLIDING GLASS DCGR INSTALLATION .: IT:= c SCREWS CIVIL N•T` COMCR':TE OR SHIM AS P,C'C'D _ MASONRY OPENING SEE NGTES) BY CiHE=S CAULK BETVEEN DOOR FLANGE L VOO^. BUCK CAULK 'ETWEEN PERIMETER L'OOD BUCK L MAS'Y. OPENINGCAULF. BT. BY OTHERSOTHERS STUCCO BY OTHER INSTALLATION ANCHOR RB SCREW (TYP. VHERE— TAPCONS AkE NOT RED-D.) SLIDING GLASS DOOR FRAME SILL 7 f Q INSTALLATION ANCHOR 3/I6' DIA. TAPCON INSTALLATION ANCHOR RB SCREV (T YP. WHERE ONE BY WOOD TAPC.NS ARE NOT REO'D.) PUCK BY OTHERS 1 1/4' HIM. EMBEDMENT SLIDING GLASS DOOR FRAME 1/1' MAX. JAMB D ; SHIM SPACE LSLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOORHEIGHT D Q EMBEDMENT A 1-1/4' MIN. Q A / LIBERALLY APPLY J// CAULKING UNDER SILL D OR SET Sill IN BED INSTALLATION ANCHOR OF CONCRETE 3/16" Di A. TAPCON SECTION A -A TEMPERED GLASS IT TP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH i^1/" —1, SHIM SPACE 1 1/4' H1N. F--EMBEDME NT ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON - Q CAULK BETWEEN DOOR FLANGE L WOOD BUCK a CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR CAULK BETVEEN 3/16' DIA. TAPCON WOOD BUCK t MAS'Y. OPENING BY OTHERS d CAULK BETWEEN SLIDING GLASS DOOR HOOK STRIP 6 HOOK STRIP d WOOD BUCK U 1-1/4' MIN. EMBEDMENT Q 1 Q 1 ONE Br WOOD BUCK Br OTHERS STUCCO 7 BY OTHERS jj 4 d B.O•A.FRTEHPERE GLASS JSECTIONBUFACI'URER ( TYP.) 1• SLIDING GLASS DOOR INTERLOCK MASTER FILE # HOOK STRIP DETAIL 1) DOOR MATCRIAL- ALUMINUM ALUM 60612) 7APCDN TYPE IMSTALLATIEN ANCHORS MUST BE OF SUFFICIENT LEHOTK TO ACKIEVC HIM. EMBEDMENT OF 1-1/4' INTO MASOMRI OR CONCRETE. 3) ALTERMATC 7APCON INSTALLATIOM ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS. 4) ANCHOR7APC0N CHART ON BACK O F THIS SHEET. 5) USE SILICONlzrD ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. 6) USE SILICD417CD ACRYLC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR, 7) If EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUAHTITY LISTED WITH NEXT LARGER SIZE. FOR INC APPROPRIATE DESIGN PRESSURE REIM B) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO'fINISNED OPCNING PLACE TAPCONS, IN FRONT OF Mom( STRIP AS SHOWN. 7) GLASS THICKNESS MY WART PER REQUIREMENTS OF ASTM C1300 GLASS CHARTS. to) ALL FACTORY APPLIED HOLES HOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH AB SCREWSOrSUFFICIENTLENGTHTOPROVIDEHIM5/8' EMBE BENT INTO WOOD BUCK. 11) DOOR WIT 1S APPROVED USING TEMPERED GLASI IN SINGLE GLAZED DR INSULATING GLASS. 12) JAMB / SILL CORNERS ARE ID BE SEALED WITH A SMALL JOINT SEAM SEALER. 13) SHIn NS RED. D. AT EA YET CIF INSIALLATIDN ANCHORS MAX ALLOWABLE SKIM STACK TO BE 1/4•. 4) ALL INSTALLATIONCM N ANCHORSS7BE MADE Or CORROSION RES:SIAM MATERIALS. 15) WHERE — REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED NF COIGURATIONS AREAS LISTED DR ANCHOR CHART On BACK OrTHIS SHEET. IU HOT ALL CCWIGU.RATIWS LISTED NBOVE ARE SNOWN ON THIS DRAWING. 10WEVCR INSTALLA710N EXTERIOR ELEVATION SECTIONS •A -A', 'B-B' L HONK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN COW GUM ATIOHS' 17, INSTALLONETAPCOMINEACH PAIR orFACTOR, APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE UK — CHOP CHART. SCE BACK OF THIS SHEET. IBM FLORIDA EXTRUDERS IWO SERIES SLIDING GLASS DOOR 13 SHOVN. THIS PRINT ALSO APPLIES TO 20o0 SERIES AMD 500 SERIES. REVS DESCRIPTION DATE INI FLORIDA EXTINT.RINC.PS SANFORD F TITLE: SLIDING GLASS DOOR I I INSTALLATION WITH TAPCONS ll I I DRAWN BY: BB I APPROVED BY: 117 i' DS /fll lcr.N r. R.iTC rVnf. N 00 TAPCON ANCHOR. CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO bl PSF T UP TO 46 PSF T 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, XO 48 X 80 3 3 3 4 4 4 3 3 4 5068 XX. X. x0 60 X 80 3 3 3 a a 4 3 4 a 6068 XX, X, XO 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 xp 120 X 80 6 7( ) 4 4 4 3 4 5 5090 xX, X, xp 60 X 96 3 3 3 5 5 5 4 5 6 I 15 I8080Xx' OX, XD 96 x 96 5 5 5 5 5 10080 XX OX. X0 120 x 96 1 6 A 7 5 5 5 a 6 6 50100 XX, OX, XO 60 X 120 3 3 3 6 6 6 5 6 7 60100 XX, OX, X 72 X 120 4 4 4 6 6 6 6 I 7 8 0100 xx. X. X0 96 X 120 5 11 F 6 6 7 (D1) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 a 4 3 4 5 12068 OXO 145 1/8 X 80 7 17 9 02) 4 4 4 3 4 5 15068 OXO lei 1/8 x 80 8 10 O 11 03) 4 4 4 3 4 5 5060 x0 109 1/8 x 96 b 5. 6 5 5 5 4 6 6 12080 OXO 145 1/8 X 96 7 8 (D1iE 9'Sy2) ems.. 5a 4 1 ': 5 a 6 6 15080 OXO 181 1/8 x 96 8 11 5 5 5 1 4. 6 6 90100 DXO 109 1/8 X 120 5 5 6;: yhS L -,'; (,:-. `: Lrpt'i7 L Dl) 6 I 8 10 120100 OXO 145 1/8 X 120 7 TIP) 6 6 7 (Dll 6 ! 8 10 9068 XXX 106 5/8 X 80 4 - 4 4 3 4 5 12068 XXX 142 5/8 X 80 7 7 g (DI) a : .. 4' "; 4 3 4 5 15068 XXX 178 5/8 X 80 8 t 4 a 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 I S 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (D1) 9 (D2) 5 5 5 4 6 6 15060 xxx 178 5/8 X 96 8 11 ( 3) I 5 5 5 a 6 6 90100 XXX 106 5/8 X 120 5 6 6 6 7 6 8I 10I00xxx1425/8 x 120 7 na in r 6 6 7 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (D1) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 g (Dj) 4 4 a 3 I 4 I 5 16068 OXXO 191 5/8 X 80 9 10 (Di) 12 (D3) 4 4 3 4 5 10080 -UXXU - 1 /b X 7b b. 6 7 (DI) 7 4 b b 12080 Oxxp 143 5/8 x S6 7i 8 (Dll 9 (D2) 5 5 15 4 I 6 b 16080 Oxx 191 5/8 X 96 9 1 rn > a< > 5 5 5 4 6 6 100100 OXXO 119 5/8.x 120 6 7 <D1) 6 6 i (DI 6 6 10 1201OU OXXO 143 5/8 X 120 7 9 (D2). 10 (D3) 6 6I 7 (D1) I 6 8 10 160100 OXXO 191 5/8 x 120 10 (DI) 13 (D4) 16 07) 6 6 7 (Di) 6 8 10 1006b xxxx 11/ 1/4 x bu b6. 6 a 4 a 4 1206E XXXX 141 1/4 X 80 7 17 18 (D1) 4 I 4 14 3 I 4 5 16068 xxxx 189 1/4 X 80I 9 tD1) 10 (D2) 12 (D4) 4 4 a 3 4 5 10080 xxxx 1 1/4 X b 6 7 (DI) 4 b 6 I S I I 15 I I I16080xxxxI1891/4 x 56 9 (DI) 111 (D4) 1 05) 5 5 4 6 6 100100 xxxx 1147 i/4 x 120 6 6 Dj) 6 6 Dll 6 8 l0 1c0.00 xxxx 1 .1 114 X 120I 7 Dl)) 6 <D1) 0 (D3) 17 6 6 7 (D1) 6 I 1 /8 I 1017I60100XXXXIS91/4 X !20 j0 (D2) Z 025 5 (D7) 6 0 7 (D ll 9 ) I8 10 VrV Li FG Q 4 + No ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI- THRU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUP,EATIONS TWO TAPCONS ARE PEO' D. 2) 'Dl' 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) -D4- MEANS,. INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) 'D5' MEANS, INSTALL TWO TAPCONS 1N FIVE. SETS OF INSTALLATION HOLES. 7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B: SECONDLY, AT EACH END OF HEAD SILL NEAP JAMB CORNER, IF NEEDED. C LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & 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 & SILL CORNERS. C LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B. F EXTRUDERS rM P 1 L A INT. INC. SANFORD. FL. SLIDING GLASS DOOR. TAPCOGLASS CHART x: gar. tl9 .rc. Or/!t/02 CIVIL N.T.S. GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 S.H. SIZES 19.125 758 26.500 30.500 H37.00O 000 53.125 WDW. WTH. > WDW. HGT. V 705 705 705 705 705 26.000 243 229 220 219 219 38.375 293 109 101 91 85 85 50.625 138 85 78 70. 63 62 54.625 108 80 73 65 59 58 55.625 102 53 48 43 37 36 63.000 69 34 31 27 23 22 72.000 45 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 & APPLICATION 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( oq, 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 B APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805 0366 CA020036 JAN. 11, 02 01-1201 SEE NOTES 2 & ##3 D d MULLION INSTALLATION ANCHOR ANCHOR BRACKET CTYPJ WINDOW FRAME SILL #8 SELF TAPPING TYP.) SMS CTYPJ MULLION ANCHOR BRACKET MULLION DIE NO. 1447—_ ACTUR 'R NM. MULLION DIE NO, 1447 WINDOW FRAME HEAD ('r_ TERER FILE # C2 CTYPJ SECTION B-B DWG No" GEN-0453 INSTALLATION ANCHOR TYP.) v a SUBSTRATE v a 4 v v D v SECTION A -A N TES; T SILL1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLI N, DIE N. 1447, EXTERI R WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WIND WS HEAI} 2> IN MAS NRY 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 3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INT WOOD FRAMING. 4) MUL.LION ATTACHMENT IN SECTION B-B IS TYP, AT JAMBS. GENERAL ALUMINUM CORP, CARROLLTON, TEXAS TITLE' FIN H RIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1447 T t _ e I c ems' AREA- _—__ DRtb BB APRVD __—_ DATE 3/17/02 E L E VA I N 6 &+ ---- DWG NO G7vT/FTC _ _ _ _ SCALE HALF MATL EN-0453 cPRCfTARE¢ w P{;ADtJCi TECHNOLOGY CORP., 230 INTERNATIONAL PKVY., HEATHROW, FLORIDA 32746 PHONE 407-805-0363 FAX 407-803-0366 y 11 'y` 4w k GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM k tl FIN HORIZ. MULLION MULL SPAN> WOW. HGT. V 51.000 59.000 72.000 94.0 00 104.250 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 1000, 197 127 71 28 19 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON' Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12,Jan-2002 01-1201 DWG NO: J-0450 MULLI( ANCH( BRACKI WINDOW FRAME JAMB TYP.) STALLATION ICHOR YP. ) 8 SELF TAPPING SMS (TYP,) NIULLIUIN DIE NO. 1448 SECTION A— A MULLION ANCHOR BRACKET MULLION DIE . NO. 1448 INSTALLATION ANCHOR TYP.) SEE NOTES a II ° # 2 & #3ao v MANUFACTURERACT _ EXTERIOR ELEVATION] Y, n/CR.4L 4L. MASTER FEE az- NOTES. 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG ..AND OR PICTURE WINDOWS SIDE BY C 0 R PGENERALALUMINUM SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON.- TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAi_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: ORN: JS APRw: ---- OATE: Z/17/E x SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. WT/FT: ---_ SCALE: HALF MATL. ---- OWG NJO:GE.-C--J PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 tNTERNATiONAL PKWT, HEATHROW, FLORIDA 32746 PHONE 407-605-0365 FAX 407-5;5-C3" GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 144V FIN VERTICAL S.H. SIZES 18.000 24.000 30.000 36.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 427 390 379 379 379 36.000 506 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY. PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020037 JAN.11, 02 01-1201 GENERAL ALUMINUM CORPORATION FIN VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1448 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 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 IMED IN ACCORDANCE WITH STANDARD BUI LOINC CODE. CHAPTER 17. TO A POST T TYE AND NEWT IVE 37.5 PSF. 2 OA-44 REPRESENT VARIQS SECTION HEICHIS. 3- FOLR SECTION 7HIGH DOOR 3+OWN. 8' HICH DOORS HAVE FIVE SECTIONS. 4. SECT ION HEIGHT OF 20.812. 19-00 t 16,75 ARE AVAILABLE AND ANT BE ISED IN CONS INAI, IN 70 ACHIEVE VAR I CLJS HE ICHI DOORS. 5. D430SSpENT PA TERN OF 14.50 X 20.375 SHOW. ALTERNATE PATTERS OF 12. 50 X 43. 375 AND 12,50 X 20.375 MAY BE USED. 6. loRSICN SPRI?CS SHDMN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS RRAOKET, REF. P/N 405964-0002. ON 8' HI OH DOORS ONLY. PANEL 8. WINDOW MAY BE TNSTALLED IN TFE TOP SECTION OR THE SECTION SECTION IM.EDIATELY BELOW 1FE TOP SECTION. 2 X 6 WOOD 1 AM62' • X .• • wOCb 1AA9 OR EOJIVALENT fP/N405964-0001 TRACK BOLT 5/ 16 X 1 3/4'REF LAC SCREW PE N IICHE IOR VAR: ESI 18. SCALE: 1/8 WEATHERS___ 1 JA 2• X 6• WOSECTION "C- C" OD /.9 2' X 4• W130D JA0.9 "D" SCALE: 1/2 OR EQUIVALENT. R CO_ NTIZONTERBALANCE i 121 R OPT: CNLAL SPLICE IN t HORIZONTAL TRACK AT 407605-0004— TOP OFRADIUSTYP2PLCS404404828- 0000003D' TYP 2 PLCS r — MANGE COUNTY BUILDING 9. THE S7RUT PLACE3.ENT ONCV.XIRS CONSTRUCTEDWITH 5 CA MORE SECTIONS /Ali! BE LAPCONSISTENI WITH TI{ DOCR 9-oi . THE STRUTS FOR THE ADDITIONAL INiE FILE R`" 8 RCY SECT ON6AFtEt0BEPLACEDASSHOWNIO+ THE IHI Rp SECtICN."a TER R[Y 10- THE S7RLJT PLACEAEN7 DIMENSION ON ALL SECTIONS LESS THAN 20.812- REDUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT • 20.812'. 11. SCREW P/N 605911-0001 IS A 1/4- DIA X 5/8' LONG TYPE AB HEX HEAD METAL SOW Q® 12. POST TO BE INS T ALIEU ONtY WHEN HIGH WIND WAR41NCS ISSUED. 13. STRUT PLACB.ENIS CAN VARY 13-, 14 . OIJANT I T Y FORLOCKS CAN BE 0, 1. OR 2 T RAC( END HINGE968 r 109J 000 I II TYP 2 PLCS 4-0002 a7 400650-0001 HS-1 TYP 3 PLACES 049 7H( iVERTICAL) TC4 FIXTLRE I R OPTIONAL WINDOW DETAIL SCALE:3/32 400650-0004 SPRING M10-OR SHAFT HS-/1OP0ONLY BRA I [I wma 211111111111cevNlrc. JETA-E 407605- 0002TTIP ' Z PLCS..__.. .. _ 4IIHA5 )1• 046450-0003404828-OOD3 TYP 2 PLCS 5. 00 36.00 B" 'B' TRACK DETAIL FOR 16' 405771-0001 PINT409327-0001 STANDARD 404828-0003 SCALE: 1/16' • 1' 16•-0• MAX. WIDTH SCALE! 1/ -7 SERIES 280 TFFU 189 ARE EQUIVALENT CMSLCTICIN 15CA STEEL ELEVATION INTERIOR ELEVATION SERIES 180ARE.&4E CPV5TRLCT1CN AS SERIES 180 ONLY 24CA STEEL AND ETD GAPS DOOR TESTED WAS 281 SERIES. ROLLE3t 941FT DOOR WIE) THCENTER $TILEENDSTILESTRUTS/SECT. 7 VQRT iCJll TNAA9 - LOAD ROLLER HtARDINME LACE (IPER FTHST) w» Moe ,m..0 I v..,,eW w M4 •---0• wIn ru Awn l. mrlmnrlvO. •°° w.w 16- 3 SINGLE I YES 2" X 7/15' .049" 100 STD.HSO Ih rW SOmsA O 1 n r IACIIA< ws .m 1, _L y L- ROLLER DETAIL 'F" SCALE: 114 116, WIDE ENTER STILE - N 408680- 0004.5.6 L 3 PLCS) 407603-00019PLCS) 401199-000 4TYR 2 PLCS 404828- 000 TYP 2 PLCS T---" A• SEE NOTE 4 TU; ECE # 1 7/3' THK. SECTION 'A -A" SCALE: 1/4 F" r-061607-0000 a - DESIGN LOAD A 25 PSF ± 21. 88A (7'-0• SHOLWNI TFST LOAD 37.5 PSF ± B'- 01 MAX. HE1GM 21 .57 ® C. c• 405771-0002 = ' N ,• L~ t )' 404828-0003 DIES: l 1730 y., y„•,r • 'oi° M.T0..Y 1.s- 01/13/95 REST SjjL DF. 18'-Q' MAX e.aor w, WIDIH. I91NDL014D N/A DAVID FA 02/19/98 °,.°, o- 409335 p r4o:Et I DOOR } SECTION I 4 0575 4-5/16 X 1 3/a• o LAG SCREW O 6.04 P 1-4. P/N 409328-0001 PLATE.HASP j i 7/16 j•a` 106 TFK. O 011 070 MIN P/N 401199-0001. TOP FIXTLRE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 2 I1/32• 091 MIN+7Frtl 0 0 3 9/16' O O o O o 2 7/16- P/N 405771-XXXX BOT. FIXTL.RE FOR 880/280/290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS PM 605911-0001 0575 2 9/32REF t.,.070 MIN 3 3/16 o o 000 O O 7/16jl 6.00 P/N 407603-0001, CENTER HINGE 0 o STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001L--5.00 0 PM 409331-0001 PLATE. FLOOR 1/4•-20 HEX NJT 01J SECTECTISION7' Hlf}4 ` Db ELEVATIM POST ASSY SHOWING FLOOR PLATE PM 409326-X70(X POST ASSY, VERTICAL 2. 765 156 CIA 3. 00-i .375 DIA P/ N 608069-0001 PIN 2. 25 I LENGTH = p00R WIDTH - 1• 1/ 8-+y 1 7%8 o I I t--- 5/ 8 MIN TMKI PM 400650-XXXX, ROLLED HS-X STRUT PART N-M3ER IN.Tl*' STRJT 400650- 0001 .030 HS-1 400650- 0004 .020 HS-0 O 0 0 2 1/16• O THROW O J 4 5/8' P/ N 061601-0000. SLIDE LOCK ASSY f, 9/ 32 H• r O O 2 1/2• H o O 2 3/8'070 a 2MIN 11 O 000 106 MIN -yam- 108 MI N+&t 3 3/16 P/N 405964 t 046450, BRACKET, SCAB P/N 405964-0002. BRACKET. SCAB JOINT o O PART. NJ.6ER l• P/ N 407605-)O=. ETD. HIN(E 40596=DO, RESID. STEEL DOORS O46450-OD03 4' PMT -.- 8 7i 407405- 0002 85 SCAB BRACKET DETAILS 4076* 5-0003 1 10 T-4 . 58—'{ 407A05- OOoa 1.3s aoleos- Coos ATTACH TO DOOR 1. 60 WITH 7— 1 L[ (R pp 1. '-Frf' I,-_ i p4rE Tra.s 4 SCREWS P/N 605911-0001 80 1_ 1\!°si ( E,_ r•, Er L I j--.44 .44 P/ N 404828-0003 ROLLER ASSY, TR-1 TR- 1 ROLLER LOAD: 50 LEIS. MAX. 1. 25 +ylf-. 187 1, 2 7NP REF AG PL1T O O O o 0 4. 00 Q 1- 2.50-i 215 I O T ® 11_ POST T 375 CIA HOLESP/ N 468879-0001 LINK P/N 408876-0001 SUPPORT FLOOR PLATE e( Orw pA 1Rf w 1 O• M •' pto u IIVOns 1 ae m ma ra r w:i N• 4s•.P lan••a r w`.. Ma[aysnem i 4087994- 0001.2.3 CFJI TET STO ON 180 SERIES J PM 4( NDT_RED'C CN-280-SERIES-.. _. I'------- w 805911-0001 OR 605879- 0001(SELF-CRILLINGI SECTION • G-G' STEEL STRRS 16' WIDE DOOR$) 02 STILE 1 5680-0004_5,6 <;I f; ........ SER - 280 t 180 RESI STL OR 18'-0• MAX' MIOTH.jIlh AD D- 40933S 6 q'r a„ia.. i MANUFACTURER TREE- FiW o TRU ® CIASSic CRAFT- OvrswING BB swmE AND DOUBLE W7SWiwi SIDELITES. INSULATED FIBERGLASS DOOR WITH WOOD FRAMES. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-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 SHALL BENBEYONDWALL DRESSIEMBEDMENTSUCCBASEO. MATERIAL DESIGNED PRESSURE RATING SEE TABLE PAGE 1. THIS PRODUCT ME EfS THEWATER REQUIREMENTS FOR MIAMI—DADE COUNTY WITH THE USE OF THE HIGH DAM BUMP THRESHOLD. SEE THE DESIGN PRESSURECHARTBELOW. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESICommonDENTIAL iee78 s ( SMC) skin 0.105" min. thk., min. thk. with yield strengath Fy(min.)-6,000 P" lone foam core, withl.9 tbs. density by BASF. panel skin is constructed from a 0.095" thk. sheet The interiorcavityisfliedwith1.9 lbs. density BASF el face sheets are glued to the. wood sfiles and rgils. ire LVLorLSLTheZstkwhichis4.03 X 1.47 he fop and bottom rmT are of a woad composrTe moter,'rot iontheinactivedoorsfittedwithonexfnrdedaluminumastrogolof 6060-T6 olloy. Frame Construction: The frame is constructed from finger jointed pine measuring .,) W wide x 1.17 thick The header is joined to the side jambs w th (3) /8 x 2.5' Philips Fl Heod. W Sc— Tile threshold s joined to the side jambs with (2 I . 1 crown z 1 king staples at each sde. the mullions are secur together in a side6te application using 18 2" tong PFH Wood Screws (6) screws ppeer each rrgrllon. The units uses an Outswug Bumpthresholdmeasuring4.615 z .837 r i SMC L,p Lite - OA size is 27.5" widex 50.19" high secured 1.75" Phillips Pon Head Screws. The frame are seated with silicone caulking (Dow 795) to siddite panel and to the gloss. Sidefife Glazing: S11C Lip Life with the yield strength Fy(min.)= 6-00 psi k TLC Lip Life with the yield str ngth Fy(min.)= 4,674 psi - Q4 sizes 9.85' wide z 65.85" wide secured w 16 8 x 1.75" Phillips Pon Head Screws. The frame are sealed with silicone caulking (Dow 795) to sidefile pond and to the gl= Integral Flush Glazed - Tne sidelde sash face panels ore molded to receive the insulated Glass. R glass isattachedtothesldefitefacesheetswithsiliconeglazingcompound (Dow 7R TABLE OF CONTENTS SHEET #1 DESCRIPTION ERALL WIDTH 36" MAX. . { PANEL (WIDTH J o 24. 5" J< =z Uw a7w* o00 MAX. LLJ D.L.O. YP.) X X X a N n N n o 7 o wIas Onasio 105.5" MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH 15.5" MAX. W/ASTRAGAL A FRAME WIDTH 13.9375' MAX. WIDTH 7.125" MAX. D.L.O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) SINGLE OUTSWING UN DOUBLE WISIDE ITFS QMWING U 'f 2 OPTION 11 W/ SURFACE BOLTS 74.5" MAX. OVERALL FRAME WIDTH SEE DETAIL A" SHT3 ell MODEL 68.5 MAX. OVERALL WIDTH 15.5' 36.625' MAX. FRAME MAX. PANEL WIDTH -- I ARE HEWED 24*D. D SAME WIDTH FROM INTERIORD.LO. owl W ASTRAGAL J J w w 24. 5" o c a w MAX D. L. O. x x p ( TYP•) I(TI Q µo J w J X n io o a INACTI AC t tO 13. 9375' MAX. WIDTH 7.125" MAX. D.L.O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) SINGLE WISIQEI ITES OUISW7NG DOUBLE OUTSWING UNIT OPTION II W/ SURFACE BOLTS DESIGN PRESSURE RATING I OPTION I W/OUT SURFACE BOLTS +47.0 PSF -47.0 PSF WITH SURACE BOLTS & 1 +70.0 PSF -70.0 PSF OPTION ItWINDJAMBER11ASTRAGALZO >_ O co Q,O- 1 dp2^ QZOn c° g UJ O UJ gO5co O co W a- 813.684. 3531 N.T. S. er: WLN aY: RW is iZ 5-2161 or 9 c 1in 1.68" MIN. 713 PANEL THK. 0 SEE GLAZING DETAILS INTERIO L =LZ- H- N II IARM MPANEL THK 29 SEE GLAZING DETAILS, INTERIOR 28 EXTERIOR rl-'\ VMICA CROSS SECTIOB HIGH DW V OUTSWING DOOR PANEL w/Low PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) 7 - 7 TTIJED' N IJ' 13 2i Z I 7 00 15 C) 00 0V) CL X I 17 C) a: o U-) LLjt 3 SEE NOTE 0:2 CD 00aISKL4t X340 00 Q- 1.68' PAIN. 0 PANEL 111K. .0. 0 42 0Li SEE GLAZING DETAILS z nw. CX En EXTERIOR INTFR Min 0 0 0 0 6 o 0 i 00 R-1 00 0, 9 m 0 0 0 42 0 0 fo 34 vi o33SEENOTEinw9SHT. 4 43 SEE NOTE 5SHT. 4 17tc-- OUTSWING SIDEUTE PANEL WOUILDING THE GROSS SECTION IS CONSULTAWS. M SHOWN= E IC 813.684.3831 CRAFT" GUGLASS DATF**. 11 /5/01 SCAM" NTS Ow. M WLN CMK. UP. Rw S- 2161 1— 9 OF 9 ASTRAGAL RETAINER BOLT 8.0_LG. TOP BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM INACTIVE SEE NOTE 2 SHT.4 0 ASTRAGAL OPTION 1) T y - Q RI CROSS S[oQN a MULLION 1 15' MIN- EMB. 25- MAX. SHIM 15" MIN. C-SINK EXTERIO @3 49 0 %0 0 Oho 6 KNlz36Bari SEE NOTE o X9SHT.4 16 17 3 INTERIOR el"11DELITE TO BUCK DETAJL"A co (OPTION H SURFACE BOLTS) z l L T`- E NOTE SHT.4 JJ,4 r it/ %, LILI BUILDING CONSULTANTS. INC 813.684.3831 xm- 71/5/01 SCALE NTS D.G=- st. WYYLLNN CHK. BY: RW DRAW NO.: S-2161 smm 3 or 25" MAX. SHIM SPACE I 73 I / V Iv vow wLnnEXTERIOR 15" MIN. 1 HORI ONT ROSS S TI N L7 T C-SINK 4 LATCH JAMB TO BUCK, v.. 1.15" MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SIUCONE GLAZING COMPOUND DOW 795). 2. SPACING FOR #8 x I" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3 5", 18.25 40.5", 59.25". 74.25 76.25" & 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) 18 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 33.57. 47.25, 61.0 & 74.77. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 18 x 2" SCREW. WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELITE AT THE MULLION USE A I10 x 1 3/4" SCREW. 8. 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 I" x 0.04" DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12" O.C. SEE NOTE 1 SHT.4 2 HORIZONTAL R CTIQ • 15" MIN. 4 HINGE JAMB TO BUCK, C-SINK 1.15" MIN. n EMBED. w 34 a33SEE NOTE 9 THIS SHT 25" MAX. SHIM SPACE SEE NOTErfl-()) 1 7 SHT. 4 eHORIZONTAL CROSS SECTION 4 ® STRIKE JAMB TO SIDELITE M- "" AC Vt ry Lu F- LY N O 00 O " O °pQ. p 2 I\ 8 0 Lo fK Co)W O W a Z J41 V7 (n v Q= m mVS Vpo NO 1 a4;. 0 513. 684.3831 SCALE-. NTS MG. ar: WLN aac m RW Ci WNG NO.: S- 2161 m 4 of 9 SEE DETAIL "F" SHEET 5 6" 6 6 3" 3" 3" 3" —{ 6 33"" 3 3" I_ I I I I I1 I 13 11 I I I 13 TYP. - 13 SEE NOTEDETAIL TYP. 3 SHT 4 SEE NOTE SEE S 5 SEE DETAIL 6 SHT- 4 E", SHT. 5 SEE DETAIL SEE NOTE TYP. 13 G" SHT. 5 6 SHT. 4 TYP. SEE DETAIL 13 SEE NOTE H" SHT. 5 D. Typ 4 SHT. 4 D" 52 B 51 52 I i I •3" i333— 1— 3" 66" YPTYP. 33 6" 6" n J L n nn n SEE DETAIL " C" G_SHT. 5 B" IC v TYP. to C" jO r Oco 000 O LoSEENOTE O ZQ N 3 SHT. 4 1 1 U -.1 L OO Lj O L t 00 t\ N co W Q- In oi v- J SEE DETAIL N D' "E" SHT. 5 0; TYP. TYP. " D" 1 •. t 51 TYP. t- -T I I I 6" 6" - i F— 1 SEE NOTE 4 SHT. 4 3 N Jt2 Q o Zo 0— h g ; o U W srSEE DETAIL H" SHT. 5 SINGLE DOOR 4 DOUBLF DOOR W/SIDELffES 1 DRILL THRUFOR A 0. 357" BOLT DEEP 1 ENOUGH FOR A 2" NOTE: c BOLT THROW o USE ITEM 113 A /8 x 2 1/2" PFH WOOD SCREW T SEE NOTE ATTACH THE STRIKE AND DEADBOLT PLATES TO THE SEE NOTE 1 THIS SHT. JAMB OR AS EXCEPT IN THE MULLED 7 SHT. 4 p 13 43 SURFACE BOLTE- 11: STRIKEPLATEAPPLICATIONWITH THE SIOELITE USE ITEM J43 A 184337 2" PFHWOODSCREW. 11 DETAIL " H" p are: 1 1 /5/01 0 RETAINER BOLT HOLES 10 & OPTIONAL SURFACE sriuE N.T.S. SURFACE BOLT BOLT STRIKE P TE owc. Br: WLN DETAILSTRIKE PLATE F 13 43 ® Be o ii" e ON er: RW NC NO, ASTRAGAL STRIKEPLATE10 & OPTIONAL SURFACE SEE NOTE w rg NAME 5-2167 DETAIL "E" BOLT STRIKE PLATE THIS SHT. DETAIL "G" A i 1@ j jyY SHEET 5 or 9 SEE DETAIL SHEET 5 6" 3" io 6" 6 6" I I I I 13 1_ 13 7YP c SEE NOTE 3 SHT. 4 u1 TYR SEE DETAIL in a`"•, — "F" SHT. 5 — ry m to 13 t U TYRria SEE DETAIL _ a G" SHT. 5 SEE DETAIL E" SHENSHT. 5 SHT. SofCNTYR L TYR 1 3" 3" 6" 3. 3fi" 63. 1-3- SEE NOTE SEE NOTEtor- 3 SHT. 4 6 SHT. 4n - - Ofn 13 — i TYR U-) J" ui SEE DETAIL. SEE NOTE G" SHE 5 51 4 SHT. 4 TYP. Tl 6" 3" SEE DETAIL E" SHT. 5 73 — TYR mi f. U ria K" "K" TYR 1 1 51 TYP. 1 i "M• 2 TYP. 3" -i 93: 363" SEE NOTE 6" 6" 4 SHT. 4 SEE DETAIL H- SHT. 5 DOUBLE DOOR SINGLE DOOR W/SIDELITES CENTRAI FLGR,1MA Bo Co A.F. NAJAET.: F . rTr - .;^ -;•• ',` r fir, c B13.684.3831 E 11/6/01 4m N.T.S. G. er: WLN K. ev: RW WM HO_ 5-2161 r 6 ov 9 Lj 0 Go 0.5" GLASS BITE 0625' THICK DOW 795 000pv) 0.5' GLASS BITE SEE NOTE 1 GLAZING COMPOUND Z O r^j SEE NOTE 1 TPlICEPT N 1/8" TEMPERED THIS SHT. ,. 1/8" TEMPERED U g u) LjpW— oo5GLASS1- GLASS 00 0 3Qao o° 1/4" AIR SPACE m o 00r ° 3/4" AIR SPACE o o0 2° 1/8" 0_ TEMPERED T— 1/8" TEMPERED GLASS z GLASS J8 x 1 8 x 1 3/4" PPH Z1"D TEMPERED GLASS1/4` STEEL ISPACER 3/4" STEEL INTERCEPT SPACER GLAZING DETAIL SHOWN W/ THICKDOW7951 / 2" INSULATED TEMPERED GLASS GLAZING COMPOUND GLAZINGCLASSIC CRAFT" SMC LITE FRAMEn REQUIRED FOR DOOR PANEL) r_LeING DETAIL SHOWN W/ nW rIASCICCRAFT" TCM LITE FRAME tzm m SIDEUTES ONLY) 40 =o voZ N0625" THICK DOW 795 ua g 0. 5" GLASS BITE GLAZING COMPOUND I'y'>_ o O 5" ~ 0. 5" GLASS z 1/8" TEMPERED SEE NOTE 18DE y 1/8" TEMPERED GLASS m THIS SHT. GLASS 0 O Olco OO Q pOOo 1/2" AIR SPACE o p , o ° ° 3/4" AIR SPACE O 0 1/8" TEMPERED z_ = GLASS 1/ 8" TEMPERED SEE NOTE 3 THIS SHT. N B x 1 3/4" PPH GLASS 5 oIN ATED TEMPERED GLAS4 3/ 4" STEEL INTERCEPT SPACER 1/2' STEEL INTERCEPT SPACER 3/ 4"" IA7ING DETAIL SHOWN W CLASSIC CRAFT' INTEGRAL GLAZING w o 0625" THICK DOW 795 SIDELITES ONLY) GLAZINGCOMPOUND1" INSULATED TEMPERED GLASS GI A7ING DETAIL SHOWN W/ I FT" M FRAM CLASSSI L L j R• 88 yy eN"+ CONSVL' . P C813. 684.3831 IS SECURED WITH (16) 8 X" PHILLIPS PAN HEAD SCREWS S ^ m 4LY]•CJF111 }7 E 0 aAt[ 11/5TS 1. THE 27.5' x 50.19" DOOR LITE AND SPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0 . 13.75 AND 24.5' FROM THE LEFT SIDE. THESIDESTILEANCHORSWERELOCATEDAT3.0". 13.25% 23.625" 33,875" AND 44.125" srxc NTS FROM THE BOTTOM OF THE LRE FRAME. TCM LIP LITE ARE SECURED WITH (16) 18 x 1.75" PHILLIPS PAN HEAD SCREWS w U i j LpEn owc. er: WLN aw a+ RW 2. SMC AND SPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125" FROM EACH END, SIDE STILES FROMTHETOPDOWNTOPDOWNAT5.5". 16.5". 27.5" 38.375". 49.375` AND 60.375". r nwvnNc ea. 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. S 7 ' r 4.03" h 3 CC LATCH SIDE STILE 3 RED OCORE MATERIAL LVL OR LSL OAK CAP 1.077' --{ 4---1.54" SIOFLITF TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1 47 --I n mca I i CC BOTTOM RAIL OWOODCOMPOSITE f--1.077' { m i•-- —1.54" --i 6i1nFlITFBLANKSIDE-STIIF FINGER JOINTED PONDEROSA PINE r--1.47" ----I nco I I CC TOP RAIL OWOODCOMPOSITE 39' RED OAK CAP 4 j— O 1.46' C.C. HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA PULAI, EwOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. DIM. It Ln 0 K4o . 1.79' Pr THREAD J SCREW. M&M DYL 4.0— CMC I I1F FRAM F 28 8-10 . 1 112' PPH PIASCREW 1 DIM. VARIES N W/GLASS T14K. ^_ g O O 1 L O O TT 097" F O9 FRAME 4 x 4 STEEL DOOR HINGE MANUF r ® ii 01111-cl 4.565' t\ O N=O00 Zcz 20On11) O j O WT07 0 2 35 38 WOOD FRAME 3 00 wLD a Gocli 7 4.615" co 2.203' 0111? no Jm m T Uo U 0 Oig n1WINGSUMPFACE a Al UMIN M/WOOD THRESHOLD a w a I i I N050' WALL TYP. HIGH DAM THRESHOLD 39 IQ ra L, VV BInLDINoNSULTAMS. INC 813.684.3831 TITS 1n: WLn SY: RW NO NO.: 5-2161 B OF f I RPM Material 1 I n h =6 i SSFIBERGLASS 3 CC IATCH BLOCK MM-.IK1.4T 14431 4 CC Ma STILE -TRU tVL OR LA d OAK 1.46' x 1.4 5 NOT USED 6 POLYURETHANE FOAM BASF, 1.9lbs. DENSITY FOAM 7 lSHOffr REACH COMPRESSION WEATHERSTRIP THEFMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERIAA-IRU FOAM 9 10 1110 4 x 4" HTNGE .097 THK. ERMA-TRU x 3 4' LG. PFH WOOD SCREW a to Frame STEEL STEEL 11 x 1 LG. PFH WOOD SCREW STEEL 111012INOT 13 USED 8 x 2 112 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 ERMA-TRU ALUM. WOOD 20 HEADER 4.565" x 1.17 ERAN-TRU PONDEROSA PINE WOOD 21 NOT USED 22 MUCE JAMB 4.565' x 1.17' -TRU PONDEROSA PINE WOOD 23 24 25 KWIKSET TITAN 700 SERIES DEADBOLT ASTRAGAL WINDJAMBER 11 WR65T .052 WALL GLAZING, 1 2 INSULATED TEMPERED GLASS ALUM. 6060-16 GLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC LIP UTE FRAM SMC, IHERW-TRU with eld stren h F min. = 6,200 ' SMC 29 K40 x 1. I10W -IMW. UkW UK 4-Um fDR TIBJ I 28 STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-0 TAPE 33 34 35 1 x 0.6 LKA WIRE BRADS 3 8" COVE MOLDING BIN4K ,LAMB 4.565 x 1.17 -TRU, PONDEROSA PINE STEELE WOOD WOOD 36 SAELTfE SIDE SIRE -T11U, I-% x .67 PONDEROSA PRIE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 39 1 LATCH ,IAIIB 4565 x 1.1 - PONDEROSA IHIGH WATER DAM THRESHOLD WOOD ALUM. 40 1 SILICONE CAULK SILICONE 41 INOT USED 42 1 SZMWM TOP a 80ffO11 tt11 -Tw 1s4 x .5 I OILf1om WOOD 43 J13 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8' SURFACE BOLT STEEL 46 PLAS71C LIP UTE !MA-T-RU)TCM With yield stye psi 47 8 X 1-3 4 PPH SCREW FOR ITEM 2B k 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 CC BOTTOM RAIL (1S0' x .883' TIIERLTA-TRU WDOD COL OSIIE) WOOD CDUPDSIiE 51 3116 TAPWN ANCHORNG ELCO, 1.75 Wk LG. STEEL 52 3 16 TAPCON ANCIKIRIIO ELCO, 25 MIK LU- STEEL 592" O > N 8.0" O oco0 — — V) o N LlJrnCDLjASTRAGALRETAINERBOLTN J N 2 O o MATERIAL: C/R ROD ZINC do YELLOW CHROMATE -111 3 t\ O I W OL I .179" r- 1ONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET co n J5 N 1.158 m m +R O N F 10 m 38o DRILL TRU FOR c~i `2 o A #8 PFH WOO DRILL TRU FOR rn ' ' m SCREW 2PLCS 357" DIA. ASTRAGAL 0' Z a RETAINER BOLTS WINDJAMBER 11 WR68T STRIKE PLATE O 35" t jCOMPRESSIONWEATHERSTRIBYTHERMA-TRU RETAINER BOLT FOAM CELL CORE W/VINYL JACKET 00C NNMANUFAC'11WR NAMEs MASTER 13.6g4.3631 24 oaa: 11 6 01 WINDJAMBER II WR68T SCAM. NTS ASTRAGAL (ALUMINUM 052" WALL TYP.) arc. By.. WLN aa.9Y. RW DRAWWC NO 5-2161 slicer 9 OF 9_ 0.5" GLASS BFIE 0625" THICK DOW 7950.5" GLASS GLAZING COMPOUND BITE Z i SEE NOTE 1 SEE NOTE 1 THIS SHT. THIS SHT. N 1/8" TEMPERED 1/15 TEMPERED S GLASS 0 e GLASS e e o° 1/4" AIR SPACE o o ,o p 3/4" FilR SPACE o o ° 1/8" TEMPERED o ° 1/8" TEMPERED GLASS z GLASS 8 x 1 3/4" PPH 8 x 1 3/4" PPH 1/4' STEEL INTERCEPT SPACER THICK DOW 795 3/4" STEEL INTERCEPT SPACER Q V) 1' INSULATED TEMPERED GLASS GLAZING DETAIL SHOWN W/ 1/ INSULATED TEMPERED_G rl A71NC DETAIL SHOWN W 0625" GLAZING COMPOUND CLASSIC CRAFT" SMC LITE FRAME REQUIRED FOR DOOR PANEL) Cl 6551C CRAFT' TCM LITE FRAME SIDELITES ONLY) 0625" THICK DOW 795 SITE GLAZING COMPOUND 0.5" GLASS z 1/8' TEMPERED SEE NOTE 1 6ffE g GLASTEMPERED GLASS THIS SHT. p 1 /2' AIR SPACE OSEENOTE3AIRSPACEO3/4" 1/8" TEMPERED GLASS 1/ 8" TEMPERED d. NGLASSB z13/4" PPH"" INSULATED T3/4" STEEL INTERCEPT SPACER 1/2STEEL INTERCEER G A71NG DETAIL SHOWN W.0625" CLASSIC CRAFT" INTEGRAL GLAZING THICK DOW795SIDELITESONLY) GLAZING COMPOUND1" INSULATED TEMPERED GLA55 SHOW GI A71NGDETAILNW[ I M M S ONLY) 1. THE 27.5* x 50.19' DOOR LITE IS SECURED WITH (16) 18 X 1.75" PHILLIPS PAN HEAD SCREWS gf .^p(g@q iy THE CSIDE STILEFOLLOWS.TOP WERE AND BLOCAED AOTTOMT L3. 0 ' 3 113.25",723.625 33 875 ROAND44.125" M THE LEFT SIDE. { $' v FROM THE BOTTOM OF THE LITE FRAME. 1, +I a { • 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x "1.75' PHILLIPS PAN HEAD SCREWS A j U ACT SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILES 1 JLl '- ^ FROM THE TOP DOWN TOP DOWN AT 5.5 16.5", 27.5" 38.375 49.375" AND 60.375 t_ c 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. o co o Ln ° 0 d p= 0z0 1 a OW O 3Q00 w o a z O :; z n zU pNrnnw G Cg7 7 0 V z ¢¢ Na 813.684. 3831 sxxe NTS M. ev: WLN LNx. IN, RW Or NG No.: S-2161 EE1 7 of 9 r' 4.03" LF OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP F--1.077---{ SIDELITF TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1.47 --{ h com CC BOTTOM RAIL OWOODCOMPOSITE h--1.077"--j q-ri mrinF FINGER JOINTED PONDEROSA PINE 1.47" --1 n l CC TOP RAIL OWOODCOMPOSITE g O O L O O 097"__4_ O 4 x 4 STEEL DOOR HINGE9 39" RED OAK CAP D1.46' CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULA1, ELLIOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. DIM. VARIES W/GLASS THK. 9 1 K40 . i.e' P1 THREAD SCREW. IIAIOR Ol4 4.0— a rry FxeuF 28 iTFA L 4.565' —{ 1I^ Z--- _T 0 2 35D 38 WOOD FRAME 00 N 4.615" 2.:203" u rI y-_ 1AS o, 0n 19 OUTSWING BUMP FACE ALUMINUM/WOOD THRESHOLD 050- WALL T1'P. HIGH DAM THRESHOLD 39 jft;6,A_F- I" N O N N O co o zonLoaguj p 0 c' I.O Oco n w0- iE 9 813. 684.3531 BY: WLN 1DESCRIPTI ri I 1 BY H M wi 1 r h =6 i flBERGLASS 2 3 i - .47' + . 4 tx IWa SME -TRU, LW. OR I. R OAK 1.46' x 1.4 5 NOT USED 6 POLYURETHANE FOAM BASF, 1.9lbs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 4 HINGE .097 THK. ERMA-TRU STEEL x 3 4' I.G. PFH WOOD SCREW Hine to Frame STEEL x 1 LG. PFH WOOD SCREWY STEELrREACHUSED x 2 1 2" LG. PFH WOOD SCRSTEEL USED USED INNER WOOD TEST BUCK WOOD 1 4 SHIM MATERIAL W000 19 SET TITAN 700 SERIES PASSAGE LOCK ONE PIECE BUMP FACE THRESHOOLD THERMA-TRU ALUM. WOOD 20 1 HEADER 4.565 x 1.17 ERMA-TRU PONDEROSA PINE WOOD 21 NOT USED 22 HINGE JAMB 4.565' x 1.17' -TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 25 ASTRAGAL WINDJAMBER 11 WR687 .052 WALL GLAZING, 1 2 INSULATED TEMPERED GLASS ALUM. 6060-T6 GLASS 26 NOT USED 27 8 x 1 LG. PANHEAO SHEET METAL SCREW STEEL 28 PLASTIC L!P UTE FRAM SMC, THERMA-TRUwitheIdstrengthFm,n. = 6,200 Psi 28T SMC 2g 4o x 1. W THREAD SCKW. UkW DK CUM 10R REY STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 34 35 1 x 0.04 VIA. WIRE BRADS 3 8' COVE MOLDING BUNK JAMB 4.565 x 1.17 -TRU, PONDEROSA PINE STEEL WOOD WOOD 36 SMITE SIDE SIRE THERW-TRU, 154 x .67 PONDEROSA PINE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LATCH ,WB 4.565 x 1.1 - PONDEROSA WOOD 39 1 HIGH WATER DAM THRESHOLD ALUM. 40 1 SILICONE CAULK SILICONE 41 INOT USED 42 SOE A TOP k 8OTIDM RAl -TRU, 1S1 x .5 PONDEROSA WOOD 43 18 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 JIVES 454 8" SURFACE BOLT STEEL 46 1 PLASTIC L1 U M, - U with yield stren th F min. = 4,671 si TCM 47 8 X 1-3 4 PPH SCREW FOR 1TFJJ 28 & 46 STEEL 48 LATED TEPERED GLASSGLAZING, 1 INSUM GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 CC 8OTTOM RAIL (1.50' x .883' THEW-TRU MOOD COMPOSITE) MOOD COMPOSITE 51 3 16 TAPCON AN(:HOM ElCO. 1.75 Lii LC. STEEL 52 3 16 TAPCON ANl1K)RhG ELCO, 2-5WX LC. STEEL 592" O_ > B. o -1 0 V)00 O O co cnN u 0 ASTRAGAL RETAINER BOLT N LU Lj MATERIAL: C/R ROD ZINC r? a 3 Q 00 YELLOWCHROMATEt. z II 179" Wb a LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 3" N c n gZ N1,158" co' a N m 0 DRILL TRU FOR N toV tnw 0 J A I8 PFH W00 DRILL TRU FOR SCREW 2PLCS .357 DIA. ASTRAGAL vZ-ia RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE m COMPRESSION WEATHERSTRIP BY THERMA-TRU RETAINER BOLT FOAM CELL CORE W/VINYL JACKET XN T % FI,® A B. ®.1Fe n0D N Q N NAME NMANUFACTURERNAME °e 0 zV gU11. DIN 1. 767" - MASTER FILE 24 DATE 11/6/01 WINDJAMBER II WR68T NTS ASTRAGAL ( ALUMINUM 057' WALL TYP.) owc. er: WLN aec er: RW onaww No.: 5- 2161 smm 9 or 9 MANUFACTURER NAIL o f THERMA o TRU CLASSIC CRAM- INSWM &CSFKiLE AND DOABLE W/d W" f MDEUTIM WSLLATM FBEIMLLA4S DOOR MM WOOD F77Ah1ES. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 7994 EDITION FOR MWMI-OADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MLAMI-DADE COUNTY. 6. MW41-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESJDENRAL Common Panel- Fiberglass skin 0.127' minimum thickness, SMC Fy min. =6,000 psi Fad Sgsheetsidgliteshe$7sheetsSidglite: Fiberglass skin 0.070' minimum thickness, SMC) with yield -strength Fy(mfi.)6,000 psiCoredesign: Polyurethane foam core, withl.9 16s. density by BASF. PPoonnrr The ppaonel skin is constructed from a 0.127' thk. sheet mug eompoun SMC). Dne interior cavity is filled with 1.9 ibs density B4SFloom. the paKl face sheets ore glued to thewood sides and roUs. MondhingestiesoreLVLorLSLThelatchstilewhichisL426x4.09 a the krtch rnyrhforceahml. The top and bottom rail isaceof a wood a material. in double door olpo icofion the inactive door a felted with on ex{nxled o"num astrogal of 6060-T6 alloy. pner The frame js constructed from Linger jointed wides125thick. The header is joined to the side jambs with (/ Z 5 PFH Screws of each side. The thresholdjoined to the ace pmt f(t x25 PFH Screws at each side. The ms ullions ace securedtogether ; a e application B x 2 t: PFHWoo real (6) screws per each mullim The units use on In ' d 5.75' x 1.548' SIM Lip L to - 0A saes 21.656" wide z 5&093 sacred w f6 x1.5 Long Tek Screws The Ganes ore seded with shFcox caAkirhg (Dar 795) to &; defile panel and to the gk= S,-Wde Glazing: SMC Lip Life with yield shergM Fy(min)=6200 psi & PVC Lip Lite with yield strength Fy( rnin.)=Z145 psi - 0M size is 9.85 wide x n-W Inc igh secured w/(16) /8 x 1.75' Philips Pon plead Screws m The frames am sealedwithsilicone calkiq (Dow 795) to sidefite pone) and to the gloss. Integral Fksh Cloned - The adeite Bosh loco ponelsaremoldedtoreceivetheisalated-Glass. The gloss is attached la the sidekteface *heels with silicone gkrzig connpand (Dow 795). r TABLE OF CONTENTS ' ISHEET B DESCRIPTION 35. 75' MAX. r PANEL WIDTH c=i 14.8169' MAX. D.L.O. WIDTH a p e e X X mgi OJE m N INS fIFINSsW_ING UNR r74.5" x a 4. 1 869" w MAX. D.L. O. WIDTH J O INACTIVE OVERALL FRAME WIDTH -- I L SEE DETAIL A' SHEET 3 705.5" MAX. OVERALL FRAME WIDTH 36.625" MAX. 15. 5" MAX. rPANEL WIDTH J FRAME WIDTH W/ASTRAGAL X o If1//869' 1& 9' oMAX. MAX. t O. L.O. D.L.O. WIDTH WIDTH INAC17 SEE DETAIL A' SHEET 3 13.9375 MAX. SIDELITE WIDTH 7.125" MAX. D. L.O. WIDTH LIP LIFE 7. 0 MAX. D. L.O. WIDTH INTEGRAL LIT. J DOUBLE W/SIDELfTES INSWING UM7 ' ALL ELEVATIONS -68.5' MAX. OVERALL FRAME WIvD TH 15.5" MAX. VIEWED FROM FRAME WIDTH THE INTERIOR X J J WW J X OIL Z4.869' o MAX. ca D.LO. WIDTH w= x J O mJO XacrnE n o n rn wI DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE WITH OUT SURFACE BOLTS WINDJAMBER II ASTRAGAL WITH SURFACE BOLTS WINDJAMBER II AS7RACAL SINGLE 67.0 PSF - 67.0 PSF DOUBLE 47.0 PSF - 47.0 PSF 65.0 PSF - 65.0 PSF SINGLE & DOUBLE WITH SIDELITES 47.0 PST - 47.0 PSF 65.0 PSF - 65.0 PSF U 41 x o 14. 869` J. r R D. L. O. X WIDTH oh f g0 13. 938" MAX. SIDELITE WIDTH 7,125' MAX. D. L.O. WIDTH UP LITE 7. 0" MAX D. L.O. WIDTH INTERG,4AL LD O> So CO OL0ogD O g Lit O LUO Do O O n 111 ED LL 813. 684. 3831 suuc NTS awc. BY: WLN n+K. im. RW S- 2764 i OF W Q3y NN z Z o'. 2 y O. OvalOO7O 6 2 8 o W F- 48 lU EXTERIOR 28 x m X o . INTERIOR QJ J 1" MIN. 1D = a GLASS THIC 0 29 r O ma 1.68, MIN. PANEL THK. 2 IT SEE NOTE 8 SHT.4 xil 34 z Y 0 00 42ZO 0o O RJ INTERIOR 49 O o0 OoO o 1 0O o m c O O _O 2.14 691" --{ n a INSWING SIDELITE 31 BOTTOM 8007 0.09' EXTRUDED VINYL WALL LJ Ct N 0 00 av'Oo oCC Q) LLp owo o o00 wCC) a 813.684.3831 m 11/8/01 kM NTS WLN K. 9Y: RW i Nc no.: 5-2164 IEET 2 of E EXTERIO INACTIVE 28 ASTRAGAL RETAJNER e e• NTERIOR BOTTOM BOLTS AT •' BOTTOM 0 .e: eel•. :• v:. ASTRAGAL 1.15- MIN. EMS. r25 MAX. SHIM 15" MIN. C-SINK YEXTERIOz 12 zwe < 1 4 a o0°Oo0 O00 00oon Y z y s EXTERIOR V INTERIOR O_ > DO O ap o.o 0 o a O I 0: ccOZO z IN Ow0FEOD 53 45 SEE NOTE 3 _ aTHISSHEET t p^pLuSEENOTE 1 do 2 r THIS SHEET DETAIL "A vJZOPTIONALADDITIONOFSURFACEBOLT 3 OZ y F"F.1.m lz ZU 3 N 2 OOU N 00 1 0 -LIJ to o U c N u Lucw w V) z 4 6 N J O 48 28 70 3 SEE NOTE _ z 35 3 at@i 6 W 9 9 SHT.4 to a 34 elnLoe+c3SEENOTEw _a Gor+SULTuar&. INC 9 SHT.4 V) 813.684.3831 16 17 34 INTERIOR pOMAL CROSS S GE 11ON 3 ® MULLION D, 1/8/O1 . NOTES 1 NTS 3 H RI NTA R 710N 1 THE SURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE A /^ +y v n Ji o rw WLN HIGH PRESSURE RATING.A L" 1 . 3 ® SIDELITE TO BUCK 2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM F; j - ' cNrc ar: RW THE SIDELITE CROSS SECTION OF THE ACTIVE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE: THE STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD f A 10 3. HEHS( hFACEx 2.5" WERE ATTACHED TO THE ACTIVE PANEL 3— WITH (4) 10-24 SEX BOLTS. _ 1Vti: i. ... ... .. —._.. 1.15 MIN. EMBED. 15• MIN. C—SINK 25" MAX. SHIM SPACE NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THESIDELITEFACESHEETSWITHSILICONEGLAZINGCOMPOUND DOW 795). 2. SPACING FOR 18 x 1" PANHEAD SCREWATTACHINGTHEASTRAGALTOTHEINACTfVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3", 5. 78.25 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) jfS x 2.5 PFH WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0", 23.0", 40.0", 57.0 , 74.0" do 90.5" .THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL. 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR 18 x 2" SCREW SECURINGTHEMULLIONSTOGETHERISTHESAME 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 f l O x 1 3/4" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE Ip 10 x 1 314' SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" QUARTERROUNDMOLDINGAROUNDPERIMETER. THE COVE MOLDING WAS SECURED USING 1 x 0.04" DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12" O.C. 1 R NTC.— Crf-Tinm 4 LATCH JAMB TO BUCK, SEE NOTE 5 SHT. 4 SEE NOTE 1 SHL4 ov0o00 0 00000 0zN 5aui 34 Wow w 34o a SHT. 5 SEE NOTE 1. 15" MIN. EMBED. 15" MIN. C— SINK r T42 HORIZONTAL CROSS CTI HINGE JAMB TO BUCK, SHT. 4 SEE NOTE 6 25" MAX. SHIM SPACE EXTERIO O II. C_ 3 H RI N7A RO 71 N 4 ® STRIKE JAMB TO SIDEV OI, Of N 00 O1nCL Q 0 0" U!5Lj O tat O O O OD cor\ 37 ri 7 SHT. 4 v O SEENOTE 1 Enp V 00UZ z 'n o0 N FOWMtn 813.684. 3831 j SaX NTS T'j ' { 1 f j7l o ®o L]lu o cwc. BY.. RW jr KA DRAMNG NO-: S-2164 rITRER 6 sN¢r 4 or ! I SEE DETAIL 6- 6' 6' g 3" 3, 3. a 3' --{ 3' 3- 3- 3 1 I I 13 I_( I I I 73 I I TYP. 11 I 13 T 1 SEE NOTETYP. SEE DETAIL SEE DETAIL n 3 SHT. 5 F' E' TYP. I a N 16 TYP. SEE DETAIL, TYP. N c _ B Ll A- 51 51 A'' - 51 TYP. 1 1 t TYP. 3. , ? 6' 3- 3 3' 6" 6"6„3 3• 6 6. SEE DETAIL 'H' DOUB_ F DDOR W/cmFl_fTES 1 CENTRALTe NAME'- s.lr/ j7 U J IJ In ui eSEE DETAIL D' 6 6 r o ro 2, I e 8 0 O W O T n n N W 00 S IL HnEL NQ d OZH Z GSEE DETAIL C' f oN' TYP. n U e om N V in- 0- jIn DRILL THROUGH FOR A 0. 357' BOLT DEEP ENOUGH FOR A 2- JING DOOR ~ BOLT THROW 7 L j NOTE: i USE ITEM 113 A 18 x 2 1/2' PFH WOOD SCREW TO ATTACH THESTRIKEANDDEADBOLTPLATESTOTHEJAMBOR ASTRAGAL EXCEPT IN THE MULLED yy BMW b APPLICATION WITH THE SIDELITE USE ITEM 143 A 18 X CONSIlLTANIS, It 37 11 13 ' 0 2' PFH WOOD SCRUM. 813.684.3631 O O SURFACE BOLT ATTACH THE STRIKE a,E 11 8/01 10 73 STRIKE PLATE PLATE TO THE THRESHOLD wA,--: N.T.S. WLN DETAIL PFH WOOD SCREWS_ RW ASTRAGAL STRIKE PLATE DETAIL -H' ORMVW 10 do OPTIONAL SURFACE S-2164 BOLT STRIKE PLATE ASTRAGAL BOLTS iHE 7HRESH0 Dom- OFTAIL " G" 5 a 8 i0 vi SEE DETAIL D' SEE NOTE 3 SHT. 5 SEE DETAIL J' 6' 3" 3 6. 6.. _ 3 -i 3 ~ 3 3- -i G— - 3" 3" -i[11 -i i - 3' i- 6" - 6" --{ 3• 3" 6. rFM*r= 6' SEE DETAIL "K' SING F DOOR WISIDELITES SEE DETAIL "F- 6' 6" 6. 3" 3• 3• 6" i 3 F TYP. SEE DETAIL E" TYP. NU a J in N a SEE DETAIL N C' TYP. tn t F 6" 3' 3' 3' 6. 6L6 SEE DETAIL 'H" nOUBLE DOOR O> 0 00 2 aN toN8nLn 3Owo OjO j Q3 UD i iri 200 2 ca d NF30 to J ? N j3 z O Z G N oJa tO . U OWZOIn U y pQS uiC4GOln UWa oZ a 5U- 1- Q C z3 BUILDIh CONSULTANTS. P O 813.684.3831 0 rAs 11 8/01 p SURFACE BOLT - ATTACH THE STRIKE SCALE N.T.S. STRIKE PLATE PLATE TO THE THRESHOLD I , 1 j,. W/2%1 0 ' 2 1/2" or c. BY: WLN Lul` 111:tll11d ll' L i'11l1.1L1:J 1J PFFK O SCREWS a . Br: RW oETaL J DQ m No, OPTIONAL SURFACE DETAIL "K" S-2164 BOLT STRIKE PLATE SRKRL4EMAFjCPITJy NY,OT TIE PT sNLn 5 Of e 2r> IV _J ELI 1 r' O71i7 W.4: OAK CAP 11 I 1.50 mm w Orr BpTTOM RAIL W000 COMPOSITE it-1.46- r HIN E M cn F 4 CORE MATERIAL LYL OR LSLALTERNATECOREMATERIAL: PONDEROSIRADYITA. PULAI, ELLIOTTII, TAEDA OR SUGARPINE, DOUGL4S OR WHITE FIR, CEDAR, 2ICDISE CEDAR OR REDWOOD. 40 RED 4.09- OAK CAP to w OCC AT .H SIDEc1u FCOREMATERIALLYLOR LSL 8' 75 1 O DRILL THROUGH FOR LL 110O i1 FOR . .357' DIA ASTRAGAL A f8 PFH WOOD RETAINER BOLTS SCREW 2 PLCS WIKWMREg LI WR6BT STRIKE PLATE I q OWOOD COMPoSRE 1.077"--1 N clnn IiF BLANK SIDE ST1LF 36 FlNGER JOINTED PONDEROSA FINE 1.077' - -1 42 pEi rtF TOP & BOTTOM RAIL FlNGER JOINTED PoNDEROSA PINE SURFACE ROLi {VIES 75' STEW - _ ATTACH 70 DOOR USING 110 x 1 1/4 FH. SHEET METAL SCREWS PROVIDEDT ani i RETAINER s 24 WINDJAMBER 8 WROU ASTRAGAI (ALUMINUM 057- WALL TYP- 2.116'- MOLDEDOPEN LITE SMC FRAME EXTRUDED SMC 92' 1.579• m a.565- n _1 L 0 2 WOOD FRAME ' VINYL THRESHOLD EXTENDER r 5:75' aiF ADJUSTING INSWINGS"M F THRESHOLD SUBSTRATE Al IIUINUM/WOODAd THRESHOLD QE10ENDER: 6063-T5 ALUM..045" MIN. WALLSUBSTRATE: KILN DRIED SPRUCE. PINE, CEDAR OR POPLAR VINYL THRESHOLD: .080' MIN. WALL 1.920' e 0A 14 INSWING DOOR BOOM SWEEP VINYL ,080- MAX. WALL, _035- MIN. WALL 179' . 175' 8OI ONG REAF:H O COMPRESSION WEATHERSTRIPG.^AIPRESSIDN WFATHF STRIP BY THERMA-TRU Acm_d=I RETAINER BOLT Fnau CE11 CORE FOAM CELL CORE W/1ANYL JACKET MATERIAL: C/R ROD ZINC W/VINYL JACKET & YELLOW CHROMATE 2.875' 1 V T c acarF BOLT STRIKE (125' STEEL ATTACH TO SILL USING /10 x 1 1/4" F.H. SHEET METAL SCREWS PROVIDED WITH BOLT. O> N O Do O V) °Q L ci 41 Ln OwO OHO Ul 1 813.684.3831 1 rmc. er WLN B. e 5-2164 J N HEST 7 OF 8 453" GLASS BITE XE l2 O °Q o o... o:. o 0 P a.. ,0 INTERIOR ? 6 w Za a 0.5" GLASS BITE - V O O OQ O O OQ O O O 1 1 O 1/2" STEEL INTERCEPT SPACER 3Z INSULATED TEMPEF rI A7wG DETAIL SHOW C_iAS51C CRAFT" INTEGF SIDELITES ONLY) Y N1/8" TEMPERED > g3/4- g GLASS0 1/4" AIR dNO o0 SPACE a:ZO1/8" DECORATIVE " o ujGLASSO o 1/4" AIR OO O STEEL SPACE 3 :2 INTERCEPT 1/8- TEMPERED GLASS W a 1" INSULATED TEMPERED GLASS GLAZING DETAIL SHOWN W/ CLASSIC CRAFT" SMC LITE FRAME REQUIRED FOR DOOR PANELS) z 453" GLASS BITE o? 2 1 3 EXTERIOR 1/8" ANNEALED° N ? GLASS acr O.. D N m25AIR.- o.: O .°. p SPACE 0 , Q: :: O 1/8" ANNEALED m 5 GLASS INTERIOR 3 .25" STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS W/ avC LITE FRAME GLAZING DETAIL SIDELITES ONLY) 0625" THICK DOW 79511 GLAZING COMPOUND o 1/8" TEMPERED GLASS z 1/2" AIR SPACE MJUDWG CONStNC 1/ 8" TEMPERED 381 6B4.3831 Z Y GLASS a `/ Z o 1 II DGLASS y' L' rV .J 1 -' 1 `I Lam' a"r cwc. ar: RW o auwwc ra.: 4 5- 2164 a 8 ASTF11 FILE I 47 N X 1-, 4 PPH SCREW FOR ITFJd ZS & 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS CLASS 50 CC BOT= RAIL (1.50' x AB ' TIFRW-TRU WOOD CwOSNE) WOOffifflupmE 51 3 16 TAPCON AhY]ARNG ELCO. 1.75 WL LG. SIE_EL 52 3 16 TAPCON ANfJLORIIG (ELCO. 25 Am LG STEEL 8.0 ASTRAGAL RETAINER BOLT ccr MATERIAL: C/R ROD ZINC do YELLOW CHROMATE 3" NN 0 N DRILL TRU FOR A J8 PFH WOO DRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE L--.1 1 " , RETAINER BOLT 592" r N ._ rn mN NO REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VWYL JACKET 1.158 2 F rn 7 .35- -- t- O COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET r , MANUFAC-rMR NAME: MASTER FILE WINDJAMBER II WR68T FASTRAGAL (ALUMINUM 052" WALL TYP. ) NTS er WLN er: RW Z Ho.: 5-2161 9 or 9 i