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162 Venetian Bay Cir - BR04-000847 - SFRPERMIT ADDRESS CONTRACTOR --Mor-r son Homes 151 Southhall Ln #200 ADDRESS Maitland; FL 32751 407-257-6940 CRC- 041929 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR — PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION Q,QfHFRa'ITGATfW'AT L--- r City of Sanford Certificate of Occupancy This is to certify that the building located at 162 Venetian Barfor which permit number 04-847 was issued has been completed according to the plans and specifications filed in the permit, to wit as Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden Engineering: D. Sweet Public Works: R. Buckner Utilities: R. Blake Fire Department: Zoning: Morrison Homes Property Owner 06/ 16/04 06/16/04 06/ 14/04 06/21 /04 Q a .ov,,,,_ 06/21/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/11/04 162 VENETIAN BAY CIRCLE VENETIAN BAY MORRISON HOMES DANNY 407-948-2953 . 60 0i 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., gineering 0 Public Works Utilities pK D.Sw66 Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) to/ CERTIFCATE OF OCCUPANCYApp REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/11/04 162 VENETIAN BAY CIRCLE VENETIAN BAY MORRISON HOMES DANNY 407-948-2953 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 A ublic Works0r, Zoning N/A Utilities 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) May 21, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 45 Venetian Bay, 162 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 162 Venetian Bay Circle, Sanford, Florida 32771 Legal Description: Lot 45, "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, H - Associates Inc. William A. Herx P.L.S. Vice President WAH/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 — NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number' MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 162 Venetian Bay Circle - CITY STATE ZIP CODE ----- SAN FORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 45 ," 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 B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes Z No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction` ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, 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) 15. 0 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA, o d) Attached garage (top of slab) ft.(m) 14. 7 ft.(m) 00 E o e) Lowest elevation of machinery and/or equipment u cu9P servicing the building (Describe in a Comments area) 14, 4 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 14. 0 ft.(m) z in o g) Highest adjacent (finished) grade (HAG) 14.2 ft m) o h) No of permanent openings (flood vents) within 1 ft above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Registered Land Surveyor No. 3182 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 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 William A. Herx LICENSE NUMBER 00003182 TITLE Registered Land Surveyor COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas A ell4- Altamonte Springs FL 32714 SIGNATURE f DATE TELEPHONE M,(,f,(11A 05-21-04 407-788-8808 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 4 _ 162 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/oompany, and (3) building owner. ---- COMMENTS -- NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractorfrom approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) - For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(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 servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use - - natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correctto 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 E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone A0. - -- 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 I Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions CERTIFCATE OF OCCUPANCY 1 1 REQUEST FOR FINAL INSPECTION. 1 I i i 1 I I f U3d I C. I I I 1 1 I SINGLE FAMILY RESIDENCE **** DATE: 6/11/04 C i 1' y PERIVII'#.,` I 04-847 ADDRESS: 162 VENETIAN BAY CIRCLE I N ;. VENETIAN BAY 8 CONTRACTOR: MORRISON HOMEStj ate CL, Vy PHONE #: DANNY 407-948-2953 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., w, Engineering Fire N/A Public Works Zoning N/A tilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . . 240875 Parcel Number . . . . . . 23.19.30.502-0000-0450 Alternate location ID Location address . . . . 162 VENETIAN BAY CIR Primary related party . . Type options, press Enter. 5View detail Opt Description PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 6/15/04 10:22:21 Free -form information NO TWO STORY BUILDINGS PERMITTED ON LOT LOT 45 ************* SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-847 PD 1-27-04 SEE REC#6364 3/4"WA METER SET FEE $190.00 PD 1-27-04 REC#6364 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel w' 10-03;203 9:04AM FROM P. 2 CITY OV SANj?()RD PERMIT APPUCA71ON Perfuit # : C Job AddrvA: r..;; .2A 4N4 W. h' Description of Work; / Historic District. Zoning: Value of Work: S Cf 3 7 D Permit Type: Building Flecnical Mcchan)ical Plumbing 4 F. Sprinkkr/Akm Pool ElectriW; New SoMoo — # of AMPS Additi0n/Al1Z%Vi0n Change ofService . Tcroporary Polc Mechanical: Residential Non•Residendal Rcplaccmau Now (Duct Layout & Energy Cale. itequil:W) Plumbing/ Ncw Comaseri;W; # of Fixtures # of Water & Sewer Lines # Of Gas Lines Plumbing/New Residential: # of Water Gosas r., Plumbing Repor — Residential or Coru=xcial Occupancy Type: Residential CotnmcreW Industrial Total Square Footage: Cowtruction Type: tr ofStories: of Dwelling Units: Flood Zone (FCMA form required for weber 0" X) Parcel Y: AUcb Proof of Owisersbip & Legal Descrlp loo) A 4 MarNama & ddreas: 1TWWAX4& 7t'hone Co tint r Naw & Address L7 Phone & Fax; 'Z7 rJ gtaCt Person. LOn. I/1 1It+ Ni bundiog Cow,pauy; Address: Mortgage Lender: Address: Architcct/togiueer: Phone: Addreis: Fax: Application is hcrcby made to obtain a permit to do thc'tvork and installations as indicated. I terrify that no work or installation has cammcncal prior to theissuanceofapermitandthatallworkwillbeperformedtomeetsrandard ofall laws Mutating construction in tbis jurisdiction. I undusmnd that a saparate permit must be seeutcd for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, KFATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER'S AFFIDAVIT Icertify that :Ill of the foregoing information is accurate and that all work will be done in compliance with all applicable laws re-gulatin? constructionturdzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUUh I'AY1NG TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOM KECOKDING YOUR NOTICE OF COMMENCiOARNT. NOTICE: In addition to the mquiroments of this permit, there may be additional restrictions applicable to this property"may be found in the public records of this county, and there ttwy be additional permits required from other governmental entities such as water management districts, state agencies, or falcral ugcrtctcs- Acceptance of permit it vvrifiCation that I will notify the owner of the property of the requiremerus off Florida Lien Law, fS 713. Signature Of OwnedAgmt Date Signature of tractu[/Agent Date Print Owncr/Agent's Name SigZure of Notary -State of Flonda Date OwncdAgent is _ Personally Known to Me or' Produced IU APPLICATION APPROVED BY: Bldg: Initial & Date) Print Contractor/Agcnt't 2tR ___ n turo of Notary -Sate of Florida Date 40 vOtt. George Stokes Contractor/ Ag ' Itt YytiSpq f d i>f'/1 Produced Zoning: Utilities: FD: initial & Dote) (Initial & Dato) (Initial & Date) Special Conditions; Herx .g .I88ociateBlnc. 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 N 89°54'38"E 60.00' L 2 S 89°54'38"W 60.00' WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10, PAGE 66 7.6' LI 7.4' LOT 45 6' BRICK WALL SET 8 ' OFF ET 0 q GRADING SET 8 • OFFSET N 6.900 SO. FT. 10.0 10.0 18.0' o LANAI O O 22.0' O Lr) 1971) Lr) BROOKWOOD 11 z — ELEV. A.B.0 & D W SINGLE FAMILY RESIDENCE N FIN. FL. ELEV: 14.8 Q z UJ V LU LOT 44 waN LOT 46 aZN N N wQ• 70'D O F J 40'W 7.0 rn O 30 p W 13.0' 10.0 O D 10 0 0 20 0 r) 0 0 N N r1.75' L2 0 0 N P.c. P. S 89° 54 38 W 64.00 P.c.P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE \ 50 ' R/W) TRACT "F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION Lot 45. " V E N E T I A N B A Y according to the Plot thereof as recorded In Plot Book 63. of 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) SETBACKS: Max Coverage - 62 Front 25' Rear 20' SITE DATA Side 5 ' Corner. 15' IMPERVIOUS SO. FT. - 46Y Minimum Lot Width 60' LOT IMPERVIOUS AREA-3,184 SO.FT. Note: Bearings shown hereon are referenced to .the CIL of VENETIAN BAY CIRCLE as being N 89°5438 E. Vertical datum is based on NGVD per Engineering construction plans by Neal H I I l e r Engineering. Inc. Job Number 2001. General Notes: Proposed Legend Benchmark o/s offset 1. This is a BOUNDARY Survey performed in the field on Temporary O.R.B. Official Records Book 2. No aerial, surface or subsurface utility installations, underground improvements or assumed datum) PB Plat Book subsurface/aerial encroachments, it any, were located. BOW C/L Back of sidewalk Centerline PC Point of Curvature 3. Buildingties shown are to the exterior unfinished foundation surface or formboard. d Central or (Delta) Angle P. C. Point of Compound Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved CALC Calculated P. C. P. PG. Permanent Control Point Page Construction lane provided b the Client unless otherwise noted, and are shownPPY CB Chord Bearing P.R.M. Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord P/L Property Line temporary Benchmark shown hereon. C.M. Concrete Monument P.O.B. Point of Beginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P.0.C. Point of Commencement Rights -of -way ofrecord whether depicted or not on this document. No search ofthe9YP FINAL EL. FD. Elevation (Measured) Found p 1 Point of Intersection Public Records has been made by this office. Fin.Fl. Elev. Finished Floor Elevation PRC. PT Point ofReverse Curvature point of Tangency 6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAO Radial Line Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB LS. Licensed Business Land Surveyor RB Right-of-way 0DenotesP.C.P. Permanent control point) P ) Mea Measured TBM TYP. Temporary Benchmark TypicalDenotesPermanentReferenceMonumentN/D(N&D) Nail and Disk Fence symbol (see drawing) 2003 Herx & Associates Inc. All rights reserved N.R. Not Radial X—X- Fence symbol (see drawing) certification: Not valid without thilAianature and the original raisedseal of a Florida licensed Surveyo nd Ma er J is surveymeets the reqIterenfs of the lorida Minimum Techpical Sfa Ards as contained ip 61G17 Florida Administrafivefode. William A. Herx, P.L.S. Florida ReghstefAd Land Surveyor No. 3182 Darae L. Przemienlecki, P.S.M. Registptpd Surveyor andMapper No. 6030 William R. Herx, P.S.M. Registered SuWeyor and Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 Sketch of Legal Description This is not a Survey Drown by: CM Checked by: DP Pro pored For: MORRISONJobNumber: 02-017-02 Scale : 1 30' Plot plan performed: 08-25-03 Foundation Survey: Final Survey: Revisions . COUNTY OF O[MINULE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75882 DATE: l ~ ` / BUILDING P[RMIT NUM I COUNTY NUMBER: TRAFFIC ZONE: JURISDIVTION: SEC: TW PARCEL: SUDDIVICION: w~ TRACT: PLAT BOOK: PLAT BO'. PAGE: BLOCK:LOT: _ ONNFR NAME: 7'T''/-----'---------' ADDRESS: APPLICANT NAME: ADDRESS: --------^i/.'..----------------------------------------------------- LAN USE CA7EGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: 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 unit $ 705.00 1 $ 705.00 ROADS COLLECTORS >0RT14 O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit 1,384.00 1 $ 1,304.O0 AMOUNT 2,285.00 STATEMENT 1 //. RECEIVED BYE '//7//- PLEASE PRINT NAME) DATE :A NOTE TO RECEIVING SIONATORY/PPPLICANT: FAILURE TO NOTIFY OWN[R AND NSUR[ TIM[LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOT[** PERSOHS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERM: PFkSONC AR[ ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AH0/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILIN8 A WRIT7EN REOUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR U[CUPANCY. TPE F8R REVIEW MUST MEET TPE REAUIREMENTS OF T||E C[KYHTY LA!,!D DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APP[A'-S MAY BE PICkED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [ACT FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD DUILDING D[PARTM[NT ` 3O0 NORTH PARK AVEHUi SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK (AR MONEY ORDER, AND SHOULD REFER[NC[ THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE HOTlCE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*01i., FAMILY BUILDING CITY OF SANFORD PERMIT APPLICATION Permit # : D Job Address: z daA A Description of Work: /VG 5Z"6 Historic District: Zoning: Permit Type: Building Electrical Electrical: New Service — # of AMPS _, _ Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Date: Value of Work: $ Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) 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:a 09 e Construction Type: eM u # of Stories: # of Dwelling Units: __ Flood Zone: X (FEMA form required for other than X) Parcel#: 23-_/ % I 0' O`— 000O ©4 .sO (Attach Proof of Ownership & Legal Description) 1A t', Owners Name & Address: I'1VAGK _50/V /7U/`/4=,:) y / p5/ 60U6H,'Ma 44N D2a/7, 1Y,41r4, j)0 fL 3,y2v7,5,i Phone: 40 / D Z7 0 77 Contractor Name & Address: i114 // i UJA c I GJ / / l04:(Soli 1"A5_6 pauldlvs4/vue State License Number: G p / / Z^Q^ /' Phone &Fax: QQ% 7 rJ S/ ( Contact Person: b4104 L& (.44?C — Phone[07o(d 7 7Y0 Bonding Company: t Address: /vA Mortgage Lender: 4 Address: // V Architect/ Engineer: H6bA1(,0,/ a 1 y ) 7 /' Phone: lo Address: d N ! JWC(}J 46I1t I , / 1 / • /IYYf. /z+ 3Of 1i / Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS; etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIC); 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 this county, and there tt)ay t Acceptan SigrrSttfre 2pf Owner/Agent Print Ow e is Name Am G Qm Qw Signature of No ry-St Q' tttlXmly,, W Mm / o Owner/Agent is v Personally Known to Me or Produced lD _A W rAPPLKATION APPROVED BY Special Conditions: of this permit, there may be additional restrictions applicable to this property that may be found in the public records of permits required from other governmental entities such as water management districts, state agencies, or federal agencies. l will notify the owner of the property of the requireme is f to Law, FS 713. v 1630 / ! a • NS.k o z Date Signature of"C ntractor/Ag f .Date Nr; o Qa Print Con[ r/ e L-U2 of Florida 6ate Signature of Notary -State of Florida Date Contractor/ Agent is Personally Known to Me or Produced ID )(YA Bldg: _ 7--- Zoning: Initial & Date) (Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) 45' 5Ib•( olgjohr c/arlc nc@cf/, rr, core Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of SurveyLINEBEARING DISTANCE L I N 89°54'38"E 60.00' L 2 S 89°54'38"W 60.00' WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 LI o LOT 45 A " GRADING N 6.900 SO. FT. 10.0 16.0' o, o LANAI O O 22.0' Lrl 1971 ) BROOKWOOD 11 z— ELEV. A.B.0 & D UJZA SINGLE FAMILY RESIDENCE W FIN. FL. ELEV: 14.8 haW 3 v Ln O Ou 2 LOT 44 Lu ElhzNa—N wa• oln O F70'D 0 JO 140'W 7. rn3Q. 0 w 13.0' Tz10.0 20.0' L2 P.C. P. S 89*54 38 W REFERENCED BEARING CIL 50 ' R/W) TRACT "F " CITY OF SANFORD LEGAL DESCRIPTION: Lot 45. " V E N E T I A N BA Y according to the plat thereof as recorded in Plat Book . at pages - of the Public Records of Seminole County. Florida. 64.00 PR I VATE FLOOD HAZARD DATA: The Parcel shown hereon des within Flood Zone X" according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 0 4 / 1 7 / 9 5 City of Sanford. Community Number 120294) General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6,.. The legal description shown hereon is as furnished by client. 7:'Platted and measured distances and directions are the same unless otherwise noted. Denotes %" iron rod with yelfcw 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 Certification: Not valid without the signature and the original raised seal of Florida licensed SurveyorandMa s s meets the requirements f e Florida Aimum Technical Standards contained in ChWer 17-6 Florid Administrative Cody! William A. Herx, P.L.S. Florida Registered Lbnl Nurveyor No. 3182 Darae L. Przemienlecki, P.S.M. Registered Su or and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor a Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 Legend 10.0 O O Ln LU LOT 46 N Ln O O 0.0 O r. CoN 1.75' 0 PLANS REVIEWED N CITY OF SANFORD ROADWAY SETBACKS: Max Coverage - 62 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 46% Minimum Lot Width 60' LOT SQ. FT. IMPERVIOUS AREA-3.184 SO. FT. Note: Bearings shown hereon are referenced to the C/L of as being N 89°5438"E. Vertical datum is based on NGVD per Engineering construction plans by Ned H I l l e r Engineering. hc. Job Number 2001 . Temporary Benchmark assumed datum) BOW Back of sidewalk C/L Centerline A Central or (Delta) Angle CALC Calculated CB Chord Bea,ing CD Chord C.M. Concrete Monument EL. or ELEV Elevation FINAL EL. Elevation (Measured) FD. Found Fin.Fl. Elev. Finished Floor Elevation tP. Iron Pipe I R. Iron Rod L Arc Length LB Licensed Business LS. Land Surveyor Mea Measured N/D(N&D) Nail and Disk N.R. Not Radial Sketch of Legal Description This is not a Survey O/S Offset O.R.B. Official Records Book PB Plat Book PC Point of Curvature FCC. 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 ofBeginning 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) Drown by:. CM Checked by: DP Prepared For: MORRISON Job Num60r: 02-017-02 Scale : 1 30' Plot plan performed: 08-25-03 Foundation Survey: Final Survey: Revisions . Map of SurveyLINEBEARING DISTANCE L 1 N 89°54'38"E 60.00' L 2 S 89°54'38-W 60.00' WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 LI LOT 45 o A " GRADING N 6.900 SO. FT. 10.0 10.0 18.0' o LANAI O O 22.0' O lr) 1971) Lrl BROOKWOOD 11 z— ELEV. A.B.0 d D Lu SINGLE FAMILY RESIDENCE 4i FIN. FL. ELEV: 14.8 NQWz V to O N LU LOT 44 0`" LOT 46 Q2N N w¢• s0 70'0 Ln O40'W 7.0' rn O 30 c w O 13.0' 10.0 Co 10.0 20.0' N O ul O to mN N 1.75' L2 P.c.. S 89° 54 38 W REFERENCED BEARING CIL 50 ' R/W) TRACT "F " CITY OF SANFORD LEGAL DESCRIPTION.• Lot 45. ' V E N E T I A N BA Y - according to the plat thereof as recorded in Plat Book . at pages - of the Pubic Records of Seminole County. Florida. 64.00 PR I VATS FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X- according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04117195. City of Sanford, Community Number 120294) Genera/ Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface aerial encroachments, if any, were located. 3. Building lies shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod witl,. red plastic cap marked "Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid without the signature and the originalraised seal of Florida licensed Surveyor and Ma s s meets the requirements I e Florida , imum Technical Standards contained in Ch \firer 17-6 Ftond AdminisUative Cod William A. Herx, P.L.S. Florida Registered Lbnl Nurveyor No. 3182 Darae L. Przemienlecki, P.S.M. Registered Su or and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor at7d Mapper No. 6092 Herx 6 Associates Inc., State of Florida LB 4937 0 0 Ln N PANS REVIEWED E SANFORD ROADWAY SETBACKSMax Coverage - 62 Front 25 Rear 20' SITE DATA Side 5 ' Corner 15' N_fP_ERWO_US SO. FT. - 46% Minimum Lot Width 60' LOT IMPERVIOUS AREA-3.184 SO. FT. Note: Bearings shown hereon are referenced to the C/L of as being N 89°54'38"E. Vertical datum is based on NGVD per Engineering construction plans by Ned H i l l e r Engineering. Inc. JobNumber2001. Legend Temporary Benchmark O/S Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book C/ L Centerline PC Point of Curvature Id Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB Chord Bearing PG. P. R.M. Page Permanent Reference Monument CDChordPA- Property Line C.M. Concrete Monument P.0.B. Point of Beginning EL. or ELEV Elevation P.O.C. Point of Commencement FINALEL. Elevation (Measured) P.I. Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin.Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R Radius I.R. Iron Rod RAO Radial Line LArcLengthRES. Residence LBLicensedBusinessRAYRight -of -Way LS. Land Surveyor TBM Temporary Benchmark MeeMeasuredTYP. Typical N/D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legal Description This is not a Survey Drawn by: CM Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1 30' Plot pion performed: 08-25-03 Foundation Survey: Finol Survey: Revisions . Herx & Associates Inc: L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping L I NE BEAR I N Map of Survey DISTANCE L 1 N 89°54'38"E 60.00' L 2 S 89°54'38-W 60.00' WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 LI LOT 45 o "A" GRADING N 6.900 SO. FT. 10.0 18.0' a° o LANAI O 22.0' O Ln (1971) BROOKWOOD 11 ELEV. A.B.0 6 D SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 14.8 P.C. P. S 89°54 7 38 W REFERENCED BEARING CIL 50 ' R/W) TRACT "F " CITY OF SANFORD LEGAL DESCRIPTION Lot 45. " V E N E T I A N BA Y according to the plat thereof as recorded in Plat Book . at pages - of the Public Records of Seminole County. Florida. 10. 64.00 O O Ln O O Ln N PLANS REVIEWED CITY OF SANFQRDC.P. \ PRIVATE ROADWAY FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X-. according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04117195. City of Sanford. Community Number 120294) General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and 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. 0 Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) s Denotes Permanent Reference Monument Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor an? ferssmeetstherequirements7F1onid)Administrative himum Technical Standards contained in Chester Cod - William A. Herx, P.L. S. Florida Registered Lbnl Nurveyor No. 3182 Darae L. Przemlenieckl, P.S.M. Registered Su orand Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor arV Mapper No. 6092 Herx B Associates Inc., State of Florida LB 4937 SETBACKSMax Coverage - 62 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. _ 46% Minimum Lot Width 60' LOT SQ. FT. IMPERVIOUS AREA -3.184 SO. FT. Note: Bearings shown hereon are referenced to the CIL of as being N 89°5438"E Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering, hc. Job Number 2001. Legend Temporary Benchmark O/S Offset assumed 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. P. R.M. Page Permanent Reference Monument CDChordP/L Property Line C.M. Concrete Monument P.O.B. Point of Beginning EL. or ELEV Elevation P.O.C. Point of Commencement FINALEL. Elevation (Measured) P. I. Point of Intersection FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature I. P. Iron Pipe PT Point of Tangency I R. Iron Rod R Radius L Arc Length RAD Radial Line LB Licensed Business RES. Residence LS. Land Surveyor R,yy Right-of-Way Mes 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 Legal Description This is not o Survey Drown by: CM Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale r 1 30' Plot plan performed: 08-25-03 Foundation Survey: Final Survey: Revisions . LIMITED POWER OF ATTORNEY DATE: d1le I HEREBY NAME AND APPOINT: DAPHNE CLARK, <A ci GUSTAV BOTES, EACH AN AGENT OF: MORRISON HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PE ORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO-AL-rTHINGS THAT ARE TO THIS APPOINTMENT. MARIA LISA STEINER NAME OF CONTRACTOR) SIGNATURE OF CONTRACTOR.) STATE CERT. # CR-0041929 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this DATE: BY: MARIA LISA STEINER Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. SIGNATUREOFOF NOTARY: 1a Y Pyc LIANA EMIRO MY COMMISSION # DD 237775 EXPIRES: August 3, 2007 RfM1'' Bonded ThruNotary Public. Underwrtters NOTARY SEAL. A PARCEL DETAIL JIM= -4 Back 3 riNirttiilrC+rwtnfy V UK W 4 • . _ e r"a tnc rl y jH+s rr..+ f lul L<, klril \t. rw/1/rlP 0 tisnford k1. 32'? f GENERAL 2004 WORKING VALUE SUMMARY Value Method: Market Parcel Id: 23-19 30-502-0000-0450 Tax District: SANFORD Number of Buildings: 0 Owner: CENTRAL FLA DEV Exemptions: PARTNERS LC Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 OwnlAddr: #200 Land Value (Market): $11,310 Address: 1053 MAITLAND CENTER COM BLVD Land Value Ag: $0 City,State,ZipCode: MAITLAND FL 32751 Just/Market Value: $11,310 Property Address: Assessed Value (SOH): $11,310 Subdivision Name: VENETIAN BAY Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $11,310 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 45 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. ifyou recent!y purchased a homesteaded property your next year's property tax will be based on Just/Market value. i IN III 118 II fil 116Illl III III 111111 Ili fl 11011 lal hi 111i li ilk i liil Permit Number: Prepared By apbne Clark and P.O.Box 784283 Return To : Winter Garden, FL 34778-4283 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 051213 FAG 0331 CLERK'S # 2 )03215984 RECORDED 12/05/2003 10:48:42 AM RECORDING FEES 6.00 RELORDED BY S O'Kelley CERTIFfED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT NOTICE OF COMMENCEMENT. SEMIN E CO FLORIDA State of Florida. County of Seminole. P° T ew gD'EtTheundersignedherebygivesnoticethatimprovementswillbemadetocertainrealproperty, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat'thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. Street Address l 2 Sanford, FL 2. General description of improvements 3. Owner information : Name Address Tel Number Fax Number 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Address Tel Number Fax Number 6. Surety : N.A. 7. Lender: N.A. New single family residence Morrison Homes 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 407) 629-0077 407)629-5282 Maria Lisa Steiner 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 407) 629-0077 407) 629-5282: 8. Persons within the State of Florida designated by theOwner upon whom notices or other .documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)( b), Florida Statutes. N.A. n 10. Expiration date of notice of commencement : One year fromthe date of recor ft. Date Signed: Signature of Owner's Agent, Maria Lisa Steiner: Sworn to and subscrihad before me this by Signature of Notary: Maria Lisa Steiner, who is personally known to me. o1 a,Pue o I). A. CLAW MY COMMISSION # DD M811 Notary Seal: * * EXPIRES: June 27, 2007 Bonded Thta Budget Ndm 84"A s T'LIANITT RYF , fc _ATIAij. y y Dwlf _ to -Qll I A Doll ISWeT@ tS1 71 TlS'?/t4Tl$:`: het r it Types &X!,koFiit leer gal f eri?i l r -_- f'Izt,,m rleriestl: New 5e}Ce501 tad1it3o t/A33e;tiv;i Ctia ire o S Ki e l ero rie t'ie'ld`sirFd6'i3lii Reside itial _, i'do -pa ide itial Replaft—nWnt lade, (i' hm Uyow & Ene- tr ,) Plumbing/ Noeo Coruarraetsial: v, of'Fia =esaft-At Seaver Lines t ®: Lines. f'lurrat in ft ssv Resider+ta-rl: z; of W. 6 Ctosga¢ Plattn e 3ep iT Residential of C0fil- aCP-4 r . Omtp,gncy Type: Residential Coahmereial Indust-rial Total Sjusire Fevtage: Coristtrvstion Tyne: of Stories: ;,)of Dwellio unit,: Mod' Zstie: g (FFMA fc+rrtk r°6at>ilr ed ffrf u'Ir;i Parcel N: 0-oners N,,Fvm & ,Address: Contractor Narne &" Phone & Faz: bonding Company". Address.' Mortgage Lender: Address: Architect/Engineer. Address:--- - AtIzeh Frooa of Ownership A L&-gat Description) Phone: License ?pit Phone: Fa.: Apiiica.tion is hereby ,.fadeto obtaina pemut to do the work and installations as indicated. I certify that no work or installaion has commenced prior to oic issuance' of a permit and that all work vvill bn' Performed to InMi standards of aillaws tegulating, sonsu unionin this junsd:iction. I understand That a separate permitmustbesRisecuredforELECTCALWORK, PLUNI1gE-%, SIGNS, WELLS, POOLS, FURNACES; BOILERS. HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AEI IDAVI T : I gerlifly that all of trig fo €going in,0-,Tmt,ari is acsuraie and than all work will b ,done in compliance with all applicat e. v rr t d ring co sbiictirniandzoning. WARNGW-UOA O TCE OF C0 IENCE1 liNT lMA'_' TWICE FOR IMPROVEMENTS iO YOURPROPER— Y. E, OU IIN t ND TO OB T A7dPTNANCI1 q, COidSULTWTT'F YOUR LENDER OR A)\) A i"1 ORNEY BEFORERECORDINGYOURNOTICEOFCO-MMENCEIVIENT. NOTICE: Iri addition tothe requirements of this ptwnil, there may be additional res etioris applicable`ic d`tis properxy that may foundin die Iiubiic'ri of this county, and there maybeadditionalpermitsrequiredfromothrgovernmentalentitiessuchasWatt ,,anagement distric ,scat€ agen in , of zie, n:t conds es_ w Acceptance of permit is verificationthatIBeallnotifytheovmerofthepropertyoftherequirementsofFloridaCien`Eaaw,' 7 . MAR 10 1004 Signature of Owner/Agent Date Pnnt Owner/Agent's Name Signature of Notary -State. of Fionda Date Owner/Agent is _ Personalh Knoeen to ,Me or Produced ID AP'PLICA1 ION APPROVED BY: Bldg: Initials Date) ec:iS! ("ondtiions' Zoning: a, gna e vi LoncactonH ent Date BERT G. MIO RUSSO PriContractorAgent' Na Sienatureof l\o_-y-Sfate of Flonda Dai Cq Contractor/Ascc::s _ Personal;,' Known to Me or Productc ;D Initial & Date) I Di MIRINDAC. TURNER j MY COMMISSION 4 DD 212893 EXPIRES: June 14, 2007 Bonded Thru Notary Public Und- witers Permit # : Job Address: Description of W Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION n P /1 .0 A /J , — ,.'/ ate: Value of Work: Permit Type: Building Electrical 1 Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS J-56_ Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Ae, Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # ofFixtures # 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: I— # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) nommng t-ompany: 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 the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date ofFlorida Lien Law, F 13. of C acKIAgent of Notary -State of Florida Date 111111 1 1-7 Andrea K. Muse Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ P' ersonally Known to e An Conn*slse 28715p Produced [D _Produced ID OF Expires November 1;8.2007 APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z21857F Address 1 VENETIAN BAY Address 2 LOT 45 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: 120MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299-9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Alpine Engineered Products Design Software Seal D 21-Aug-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only 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: R-1 R-2 R-3 R-4 R-5 R-6 R7 R-8 R-10 7 R-11 R-12 R-14 R-15 R-16(2PLY) R-20 R-21 R22 R-24 R-25 R-26 R-27 R-28 V1 V2 V3 V4 V5 V6 V7 H1 H2 EJ7 E2 CA CJ3 CJ3(STUB) C4 CJ5 CJ5(STUB) 39 Plus Standard Details Ir LANS RCVOEVVt® CITY OF SANFORD Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers William M. Ranieri. PE The Truss Engineer's seal, when applied, confirms the placement of the truss framing as itrelatestothetrussdesignsspecificforthisstructure. The truss framing is based upon the review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of the truss framing and/or truss placement plan. The desiggn of the temporary and permanent bracing, the diaphragm system, shear walls and structural elements to resist lateral loads from wind and/or seismic activity istheresponsibilityofthebuildingdesignprofessional. Additional approval bythe buildingdesignprofessionalshallInclude, but not be limited to, design loading, lengths, profiles, pitches and depths. 4 -il.• HICLn TF[I—E" FAIN, f 01 FF,ALE WALL4 MY TH LUIVIDEF GO, F'r?i:)F TEIr=), DIVI``11r?I`I 272Z ' ouTH AFC)n lA P,L,VD AFOFKL, FL -C?3 15LZ FA' (,+Oi) ,qq - gl53 Fnciineerinr_i .ertifieclte f A.uthorlcrtiou # '121 NoTt", 1) IT r THE eICPEF9 FE`T`O tEFLIT, TOVEFF1TFTSFLd,EHEIJT FL41J 41-I) TFVSS DE54ihl OF AN K,ri A,3ALrT FIELF C01 r)ITOT6 Alen FE_I+I FTEIJT. 1FEFEFEHGE I EGTON (A'21) 4H9/Tn -I,m AFFFOVED I1A1,E IF€1 T) vaEr __ DATE Z) TFVS'5E9L41ST HUT eE GL4 O, 4LTEF'Fr, 114A11, WAY 1XITHAIT FRIO AUTHOFR4TOLI D, ' bl. TH TFD;,, 60,1E AlI 3) TFIIF4E5 THAT AFT CUT ter_ ALTEFEO NTH-11 IT AI ITHc'n_eTKA,1 WLL EE FEFAFED t) FFEFL ACEP AT CLF,TOKEFI El MIA, iA(, FCHAFCiE•i 014N111 KI WI-1-HOTBE l tIIJ•>nEFEr WITHOtO FF14' P.EVCW4In WFITTEII GCAJSEI IT e i SMVTH TFLKr> GO WAN, PETAU",: D FEEEF TO He 9 (FEGJbLEWATKA Ih FOF HANLI- N4 , I47TALLATIONI. AW TEI, OFAF) PF.AGLK, FEFEF TO ElK-11EEFEDPFAIA i, T Ft L' TEFA4AT ENT TFACA Y5 FE01 VEFZ) ALL TF,i —E'n10 KLIXIIK, TFI-E9 I LIEF VALLE', FFM,4461 WT TFE 10bf LETEL, DEILEP OF FEFEF TO VALLEY TF.11`.,`.+ DETALs POF 4LTEF,14TE 6FAGIK, FEIA.FEHU IT' ALL VALLE','I TO 2-ECO( IVEIITItAJ ALL) EFAI. EL, ri EIJU,EF IATEFk, F I OAP FEAn 4i WALL ALL FOi,F TFlra H4I 15E174 TO FE `,R,rSpr I ILIOr. II.F 0,411T-i46) THDL4 IN I OTECTHCFWI^F. SIMPSON I USP KANT•SAG HUS26 OR THD26 A'. HHUS26-2 OR THD26.2 ic, • HHUS28-2 OR THD28.2 HHUS4B OR THD48 c€' - HGUS26-2 OR THDH26-2 IF, - HGUS28.2 OR THDH28.2 4 - HGUS28.3 OR THDH28-3 19'- SUUR210 OR SKH21OUR 1' • HGUS48 OR THDH48 1' • THA422 OR MSH422 I 1 • THAC422 OR MSH4221F P. • HUC410 OR HD410IF tv., - THJA26 OR HJC26 GOIJTF4cr11F Mi If FI'- ',Okl H Mfoe , 1g71- D (E 01:AVr OD 11) ADDFE— 964LE IDOTE L4'i OUTID. DF4W61 e,' LL165/1I- - LL16131t - K-1 I Hlb UWU fHtNAHLU YHUM LUMNUILH 1NHU1 (LUAU) 5 UIMLNJIUNJ) JU15M111tU ISY IKUJJ MI-K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND " BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. I 001m J 3X8 (B5R) 1-4-0 y OAO= V A 0 — I- I I.. 2 X 4 III 3X6(A1) 1-r4-0 fE 20-0-0 _I_ 20-0-0 1 11-6-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.00 OTY:8 FL 1 R - Scale=.1875" 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 DR., SU 1TE 200, MADISO N. NI 53719), FOR SAFETY EiYFR ACTICES 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 F RODUC7S, iNC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 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 UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M M p 7 IFIC'• / J F0: C! 'P 0 ti j ND. 42704 S6f 1: * 7C 7CQSTATE OF ? J3. '.• A VVV O R1OT.• f v sroiuA T C T C BC BC T 0 T L L D L DL LL L D . 2 0. 7. 0 10. 0 0. 0 3 7.0 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 9 3 1 7 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 407.299-1 522 FAX: 407-299- 91 53 DATE 0 5 2 3 0 3 DRW SLTUSR352 SLT- ENG /WMR S E 0 N - 13306 D U R F A C . 1 .2 5 FROM S F PROFESSIONAL ENGINEERING DRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 4 CERTIFICATE OFAUTHORRATION# 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. May 23 SPACING 24.0" JREF- 1530352 Z02 Ic luS/r cela5/r - K-c) In13 VIYV rRCYHRCU rRVI'1 1.UFIYUILM IIYYUi 1LVAU3 U UIFILII3IVI13) 3UDl-lll ICU DI IMU33 I'IFM. TOP CHORD 2x4 SP #2 120 MPH WIND, 14.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8(B5R) 1-4-0 r IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 2 X 4 III 5X6= 5X6= 3X8 0 2.5X4 2 X 4 III 6 6 5X6 % 5X6S 3X8= 5X14 = 2 8.0J 2.95 2X4111 + 9-4-0 GYn= ry'q 2Xd III 2X4 III 3X6 (Al) 1-4-0 I_ 19-0-0 _12- 0-0_ _I_ 19-0-0 _I 11- 6-0 28-6-0 LE 40-0-0 Over 2 Supports R= 1561 U=481 W=8" R=1561 U=481 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 REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.' REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SU I7E 200, MADI SON, WI 53719). FOR SAFETY PRACTICESPR 10R TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT;- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TPI: ORFABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND IF I. 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 g . jFORMINC C;FI Ciq. t ( W' No. 42704 1 7Cf STATEOF1 A 0 R`O T.'V n `•.,,,,..._,{ TC TC BC BC T 0 T L L DL DL L L L D . 20. 0 7. 10. 0 0. 3 7.0 0 0 PSF PSF PSF P S F P S F R E F R 3 5 2--9318 SMYTH LUMBER CO. ROOFTRLISSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407- 299-1 522 FAX: 407-299-91 53 DATE 05/23/03 DRW SLTUSR352 S L T - E N G / W M R S EON 27039 D U R F A C . 1 . 2 5 FROM S F PROFESSIONALENGINEERINGDRAWINGS150A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES[*N SHOWN. THE SUITABILITY AND USE OF THIS M` SPACING 24.0 JREF- 1S30352_ZO2 CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS T11E RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. May 2 3 721857F - 721857F - R-31 TNT' nWf, PRFPdRFn•FRliM !'nMPIIT FR iAIDIiT /I nenC k nTMFNCTnNCI C110.MiTTFn RV TRIICC MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE r TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 5X6= 3X61 2.5X4a 6 r— (A) 5X6% ) 6 5X6o 7X8= 2.5X4= 5X6= 2 8 02.95 2.5X4 III 2X4111 9-4-0 2X4111 7X8= 2X4111 3X10 F1 _ 2X4111 2X4 III 3X6 (Al) 1-4-0 r 1-4-0 rr 11-6-0 17-0-0 1— 28-6-0 _ I_ 6-0-0 _1_ 17-0-0 I fE 40-0-0 Over 2 Supports '1 R=1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 - R - Scale=.1875" 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 DR., SUITE 200. MAD ISQN, NI 5J719). FOR SAFETY PRACTICES PRIOR TD PEERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED AA7 -_ VFIC'•-Vi rG T C T C L L D L 20.0 7. 0 P S F P S F R E F R 3 5 2-- 9 3 19 S MYTH LUMBER CO. DATE 0 5/ 2 3/ 0 3STRUCTURALFANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t N. 42704 Pg DRW SLTUSR352ROOFTRUSSDIVISIONePRODUCT. I 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 1.i y @7CA BC DL lO • O PSF 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROY I S -IONS OF NOS (NATIONAL DESIGN 1, ; STATE OAF : BC LL 0.0 PSF SLT-ENG WMR 407.2991522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE••. CONNECTORS ARE MADE OF By AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. AFPLY CONNECTORS TO s:ip•`.y R,O•'• ` TOT L D 3 7.0 PFAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S F S E Q N 27041 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y {• PROFESSIONAL ENGINEERINGCERTIFICATEOFAUTHOR17ATION #9218 RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT DESGNSHOWN. 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. May 2303 D U R F A C. 1 .2 5 FROM S F SPACING 24.0" JREF- 1S30352 ZO2 LZl6bl/ - LZib!)11- - K-4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :133 2x4 SP #1 Dense: WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8 (B5R) 5X8= 120 MPH WIND, 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. 2X4 III 5X8= 3X6% 5X6 % 5 X 6 6 r 6 A) 3X6= 3 X 6 (A1) 5X6= 2-8-0J2.95 B3 9-4-0 2X4111 7X10= — 5X6= NEW 5X12= 14-2-0 OPTIONAL INTERIOR BEARING 1 a o l-a-o 15 0 0 10-0-0 15-0-0 11-6-0 28-6-0 40-0-0 Over 2 OR 3 Supports ') R=1561 U=486 W=8" R=1561 U=485 W=3.5" R=1561 U=485 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 (HANDLi NG INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE P' 'LQ," T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 0 DATE 0 5/ 2 3/ 0 3INSTITUTE. 587 D'ONOFRIO OR., SUITE 200, MADI SON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE' CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL Y. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t IF'C•. Q F f ND.42704 1 j7C j STATE OF j4 A [, O R1O .•v nvtr/`' .: A T C BC BC TOT. D L DL L L L D . 7.0 10.0 0.0 37.0 P S F PSF P S F P S F S MYTH LUMBER CO. RooFTRussDlvESION 2722 SOUTH APOPKA BLVO. APOPKA, FL 32703 407-299-1 522 FAX: 407-299.91 53 PROFESSIONAL ENGINEERING DRW SLTUSR352 S L T - E N G. / WM R S EON - 40502 D U R . F A C . 1.25 FROM R H SPACING 2 4. 0" J R E F- 1 S 3 0 3 5 2_Z 0 2CERTIFICATEOFAUTHORFLATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IIS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERANSI/TPI 1-1995 SECTION 2. May 23 LClt55/Y - LClt55/Y - K-J TOP CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X10 (Fl) 1-4-0 ty 5X8= 2X4111 2.5X4= IH1J UWG PRLNAHLU-FROM CUMPUIER 1NFUI (LUAU) 5 UIMLNJIUNJ) JUbM111LU FIT lm)J) MFH. 120 MPH WIND, 12.57 FT MEAteHGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 III 5X8= 5X6 5X6 6 r 6 T1 5X12= 2.5X4= 2.95 2-8-0 2X4111 {- 9-4-0 6X10= 6X8= 2X4111 2 X 4 111 3X6(A1) 1-4-0 r 13-0-0 ,L— 14-0-0 _1— 13-0-0 11-6-0 T` 28-6-0 E 40-0-0 Over 2 Supports I R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:l FL 1 R - Scale=.1875" Ft WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND •L M T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,`A,.• • RA - INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO - V tlFi`.'.'•/I P ERF00.MING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED. i0P CHORD SHALL HAVE PROPERLY ATTACHED ` ,4r :F T C D L 7.0 P S F DATE 05 2 3/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. ic/ IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE IR$TALLATION CONTRACTORH. ALPINE ENGINEERED F No. 42704 1 p B C D L 10.0 P S F D R W SLTUSR352 ROOFTRUSSDIVISIONPRODUCTS. INC. SALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOLITH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7C B C L L 0 . 0 PSF FS 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 t / 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMER51CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE % A CONNECTORSAREMADEOF20GAASTMA653GR40CALV. STEEL, EXCEPT AS NOTED. AFPLY CONNECTORS TO O R,O `1• I TOT . L D . 3 7 . 0 PSF S E 0 N - 26905 FAX: 407-2999 1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n•A`•`•., PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S NAL DUR FAC. 1.25 FROM SF RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGN5HOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTINDR17AT10N#9218 COMPONENT I FOR ANY EPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 SPACING 24.0" )REF- 1S30352 Z02 Z-21857F - Z21857F - R-6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W9 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE TO DEAD LOAD AT X = 19-9-0. 120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1OX10 (R) III 3X8= 5X6= 6X6= 5X6= 2. 5X4 % 2. 5 X 4 s 6 r j]Z[: 2 X4 111 7X105X10 = 2-8-0 J 2.95 9-4 054 2X4 III 2xa m 5X1 0= L Yr,= 2X4 III 3X10(F1) 1-4-0 r 3X6 (Al) 1-4-0 r 11-0-0 18-0-0 11-0-0 11-6-0 28-6-0 I-E 40-0-0 Over 2 Supports _ 1 R=1561 U=490 W=8" R=1561 U=490 W=8" PLT TYP. 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 ANDWARNING+ ' BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI TUTE. 583 D'ONOFR IO DR., SUITE 200, MADI SO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAiEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO pM ' IQ„ t IFIC'w' y1 '•`Sl- "%.•; lG i No.42704 p T 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-- 9 3 2 2 DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. ROOFTRUSSDIVISION DRW SLTUSR352 S L T - E N G WM R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407.299 1522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF ; i I:• Pr• A• < O R1o,•' Q y B C TOT. L L LID. 0.0 37.0 P P S F S F S EON - 27059 R D U R F A C . 1.25 FROM SFPROFESSIONALENGINEERING GERTIFICATE OF AUTHORRATION #9218 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 ANSL/TPI 1-1995 SECTION 2. NNALL May 2 3 o,i., SPACING 24.0" JREF- 1S30352_ZO2 LZIdt)1F - LLldblV - KI TOP CHORD 2x4 SP #2 :T2, 13 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :W11 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X10(F1) 1-4-0 THIS DWG PREPARED'FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 11.57 FT MEAN`HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND " BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND 0.32" DUE y, TO DEAD LOAD. CALCULATED VERTICAL DEFLECTION IS 0.95" DUE TO LIVE LOAD AND 0.78" DUE TO DEAD LOAD AT X = 19-9-0. 5X10= 3X4= 2.5X4= 5X6= 3X10= 5X10= LAq iH bAb= 3Ao= 3X6 (Al) 1-4-0 9-0-0 22-0-0 9-0-0 11-6-0 14-7-12 13-10-4 fE 40-0-0 Over 2 Supports >11 R=1561 U=493 W=8" R=1561 U=493 W=8" 9-4-0 PLT TYP. High Strength, Wave TPI95 R Design Crit.: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft. WAR**WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND R T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 3 NING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I I NST7UiE, 503 D'ONOFR IO DR., SUITE 200, MADISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO ` ;' '(IF cPERFORMINGTHESEFUNCTIONS. UNLESS OTHERW151 INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 3`rV 4r T C D L 7.0. P S F DATE 0 5/ 2 3/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I ! cROOFTRUSSDIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2 3No.42704 7 Bl. DL 10. D PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * ; * i* 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 BC L L - 0.0 P S F S L T - E N G / W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE. O R,O .. 407-299 1522 FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR4D GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0T . L D . 37.0 P S F S E 0 N - 27035EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `s/pNAt. PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D UR . F A C . 1.25 FROM SFRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHC)RRA710N #921B COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI%TPI 1-1995 SECTION 2. May 23 'D3 SPACING 24.0" JREF- 1S30352 ZO2 T,111 —11 111M 11 I.nc o nrMr ucrnmci uiDMrTTrn V TDucc MCD LeJO3 IV - LC1ODII TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 M-o) T2, T3 2x6 SP #2: A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X6111 5X6= 8X8= 5X6= 6X6= 6 r T2 A)T3 A) 1 6 r7 2.5X4 III 7X6= 5X4= 5X4 (R III 7X6— 2.5X4 III 4X6(A1) 4X6(A1) 1 a o 22-4-0 ,I 1— 7-0-0 I 26-0-0 _I_ 7-0-0 _1 R=1365 U=414 W=8" 0-0-0 Over 3 Supports R=3898 U=1098 W=8" R=904 U=284 W=8" 9-4-0 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANOLINC, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M M A 7 e T C L L 20.0 P S F R E F R 3 5 2-- 9324 D A T E 0 5/ 2 3/ 0 3INSTITUTE, 583 D'ONOFR IO R. SUITE 200, MAOISON, NI 53719), FOR SAF ETV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P 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 t'FI C+w' I ij.'S .. 3f1G F S N0.4704L T C BC D L DL 7.0 10.0 P PSF S F S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 S L T- E N G WM R2722SOUTHAPOPKASLVD. APOPKA, FL 32703 407-299-1 522 FAX: 7-299-152 53 PROFESSIONAL ENGINEERING BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2EGA AS TM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•• ti 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 STATE OF • Q R,•.• v`• ••N• y+ AL BC lTOTT L L L D . 0. 37.0 0 P P S F S F S EON 26938 D U R . F A C . 1.25 FROM SF SPACING SEE ABOVE JREF- 1530352 — Z02 CERTIFICATEOFAUTHORIZATION #921 E3 COMPONENT FOR ANY PARTICULAR BUILDING I THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2, May 23 0 , 1u5ir «1u5 r K-iU) TOP CHORD 2x4 SP #2 J3 2x6 SP #2: BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. I H I J UWU I'KLNAKLU hKUM IUMNUILK IINVU1 (LUAU) & UI FIL113IUI13) 3UDI.11I ILU 6I IRuJJ 1-Irm 120 MPH WIND, 12.57 FT MEAN4HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. y IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC 5X6 (R) III DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 2X4III 2X4III 6X8= 5X6 % T3 5X6s 6 r —i 6 6X12= 2-8-0 9-4-0 3X6= 5X8= 2uA m B3 2xa ui 3X6 (A1) 2X4lll . 5X8= 3X6 (Al) 4- E 26-0-6 , 1-4_0 13-0-0 14-0-0 13-0-0 12-7-0 6-10-0 120-7-0 j 40-0-0 Over 3 Supports R=1107 U=378 W=8" R=1308 U=336 W=3.5" R=707 U=283 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft. WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200. MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO, F ERE RMING THESE FUNCTIONS. UNLESS OTHE RNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T0. Q p't Fl (` r•: lG f No.42704 TIC TIC BC L L D L DL 2 0.0 7.0 10.0 P P PSF S F S F R E F R 3 5 2-- 9 3 2 5 S MYTH LUMBER CO. RooFTRUSSD1vE5EON DATE 0 5 / 23 / 0 3 DRW SLTUSR352 S L T - E N G / W M R2722SOUTHAPOPKABLvD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 BUILD SPETHE TRUSSES IIN CONFORMANCE WITHTPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECTORSIAREPMAD ESOFD 2 E GATA STMFIA653AGR 40R GALVANSTEELEREXC EPTIASINOTED ND TA PPLYACONNEC TORS TOEACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER j STATE OF S•y R, O; '` B C T O T L L L D . 0. 0 37. 0 P P S F S F S EON - 40459 D U R F A C . 1.25 FROM C J F PROFESSIONAL ENGINEERINGCERTIFICATE OFAUTHORIZATION #92113 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 TRE 1-1995 SECTION 2. May 23 '03 SPACING 24.0" JREF- 1530352_Z02 4ZJdbl/ - LZliSS/Y - K-11) I M I J UWU-KtrAKtU rKUI"I t,UrirUILK 1ivrUI (LUAU) 6, UI MLIVJ1 UIN J) JUISMII ItU :51 1KUJJ Mr K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: B3 2x4 SP SS Dense: WEBS 2x4 SP #3 :W4 2x4. SP #2: A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4= 5X6= 3X8= 5X6= 2.5X4 % 2.5X4 6 r— 6X12= 66X12= B2 (A) 2-8-0 3X69- 4 0 3X4= 2X4111 2X4 III 2X4111 B3 5X10= 2X4 III 3X6 ( A1) = 2X4 III 3X6 (A1) 4- 0 25-9-12 I° 11- 0-0 18-0-0 11-0-0 19- 5-0 20-7-0 40- 0-0 Over 3 Supports R= 796 U=292 W=8" R=2147 U=593 W=3.5" R=179 U=180 W=8" PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M R T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 6 INSTITUTE, 683 O'ONOFRIO DR., SUITE 200. MAOISON, WI 53719), FOR SAFETY PRACTICES PR 10R TO FERFORFiING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROFERLV ATTACHED C4: TIC D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3` t( IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED } ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO + } NO. AiyZ704 n BC DL 10. D PSF DRW SLTUSR 352 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 U / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Q SPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE ao7-2sstszz S'' P c iTOT.LD. 37.0 PSF SEON- 40461 CONNECTORSAREMADEOF20GAASiMA6S3GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ' ^^ a FAX: 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q ' • ` Y DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING'+s%///p//LL PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESk;N SHOWN. THE SUITABILITY AND USE OF THIS Y'vp NDD U R . F A C . 1.25 FROM SF CERTIFICATE OF AUTHORIZATION #9218 ANSI(TPIT1F01996NSECTIONCULAN BUILDING fS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 23 SPACING 24. 0" J REF - 1 S 3 0 3 5 2_Z 0 2 ZZ165iF ZZiuSir K-IZ) TOP CHORD 2x4 SP #2 T2, T3 2x6 SP #2: BOT CHORD 2x4 SP #2 B2 2x6 SP SS: 63 2x4 SP 1 Dense: WEBS 2x4 SP #3 W4 2x4 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) INIZ) UWb fKtKAKtL) LKUM LUMFUILK 1NFUI (LUAU) 6 U1MtNJIUNJJ JUMPi111tU OT IKUJD MrK. 120 MPH WIND, 11.57 FT MEAN`HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT.II, EXP B, WIND TCDL=5.0 PSF, WIND ' BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X8= 7X6= 2.5X4% 6X6= 2.5X4 = 2X4 III 6X6= L— i1. 3X4= h1x*j= 3X6 (A1) 4yE 25-9-12 '1 1-4-0' 1_ 9-0-0 _I_ 22-0-0 _I_ 9-0-0 _I E 40-0-0 Over 3 Supports R=924 U=324 W=8" R=1807 U=502 W=3.5" R=391 U=185 W=8" 9-4-0 PLT TYP- Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R - Scale=.1875" Ft - WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE NST[TUTE. 603 B'ONOFRIO R. SUITE 200, MAOISO N, NI 53719J. FOR SAFETY PRACTICES PRIOR TO ATTACHED e tl..Cw' fG 4 j T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 9 3 2 7 DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. STP.UOCTURAG PANELS. 80TT0MSCHORDESHAOLLHHAVESA PROPERLYDATTACHEDORDIIGIDACEILING, PROPERLY 1 DRW SLTUSR352RooFTRussDrvlsloN1MPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i.42704 pTJC DL 10.0 PSFPRODUCTS, 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 7.1{ B C L L 0.0 P S FAPOPKA, FL 32703 407-299-1 522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL BESION SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. .ALPINE STATE OF I CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Q R. I T 0 T L D . 37.0 P S F S E 0 N 40384Fax: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C D U R F A C 1 5 F ROM c FDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZAT10N #9218 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. May 2 3 ' 0 3 2 J SPACING 24.0" JREF- 1S30352_ZO2 LZIbt)l - LLli35/Y - K-14 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W7 2x8 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4(Al) 1 4-y 120 MPH WIND, 13.36 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. 5X4= 16-2-0 5-1-0 12-7-0 8-8-0 21-3-0 Over 2 Supports R=879 U=326 W=8" R=860 U=363 W=4" 9-4-0 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:5 FL 1 R - Scale=.3125" Ft. WARNING`' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND 80. AC ING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TFI (TRUSS PLATE M M A T C L L 2 0.0 P S F R E F R 3 5 2-- 9 3 28 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MAD ISON, WI 53719). FOR SAFETY PRACTICES PR IOR i0 ..,Q PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA7E0. TOF CHORD SHALL HAVE PROPERLY ATTACHED '(p't F • F T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : O" IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l s ROOF TRuss DIVISION PRODUCTS. INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f Nc.42704 '' BC DL 10. D PSF DRW SLTUSR352 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE NITH TP1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND l BC L L 0.0 P S F S L T- E N G / W M R APOPKA,FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN %t STATE OF 407-299-1 522 SPEC IFICAT ION FUNLISHED BY THE AMER [CAN FOREST AND PAF ER ASSOCIATION) AND TPI. ALPINE : I` P ' V T 0 T . L D . 37.0 P S F S E Q N - 23872 FAX: 407-299-91 53 CONNECTORS ARE MADE OF 201:A ASTM A653 GR 40 I;AI Y. STEEL. EXCEPT AS NOTED. APPLYFLV CONNECTORS TO O R10 jaEACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n•n` o PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `str NAt'` . D U R . F A C . 1 . 2 5 FROM S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES I("N SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION #92IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 SPACING 2 4. 0" J R E F- 1 S 3 0ANSI/TPI 1-1995 SECTION 2. Lc103ir - Lu u0Xr - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4(A1) 1-4- 120 MPH WIND, 11.56 FT MEAN_ e. HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND " BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X8= 2X4III 3X8= 2X4= T 2-2-3 1-10 - 0 III 9-4-0 0-7-0 9-0-0 12-3-0 12-7-0 1 8-8-0 21-3-0 Over 2 Supports I R=854 U=291 W=8" R=800 U=264 W=4" 4 PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 OTY:l FL 1 - R - Scale=.3125" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 70 HI891 (HANDLING INSTALLING AND BRACING). PUBLISHED BV TPi (TRUSS ELATE INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISO N, NI 53719), fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.% IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FLEEOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ITABUILBRACDINf.HOF7RRUICES. USSE COTHIISNFORMDESIC,NANCWICONFORMSOWITHAAPPLICABLEPRODVIS]OIN'NSSOFFNDSGPIN(NATIONALIDESIGN SPECIFICATION PUBLISHED RV THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TF I. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. AFFLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER WI RAA7-- VYYY;' p FICw•'.,r/ N0.42%O4 •' 1 STATE OF P'k, Q R10 •J'` A`1 T C T 1. BC B C TOT L L D L DL ILL LID. 20 7.0 10.0 0. 37.0 0 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 9 3 2 9 S MYTH LUMBER CO. ROOFTRussDIvisioN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703IN 407-299-7522 FAX: 407.299-91 53 D A T E 0 5 / 2 3 / 0 3 DRW SLTUSR352 S L T- E N G / WM R SEON- 26972 D U R F A C . 1 .2 5 FROM A FPROFESSIONALENGINEERINGDRAWINGS160A-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 v N E't`(`` SPACING 24.0" JREF- 1S30352_ZO2CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AN5I/TP1 1-1995 SECTION 2, M a y 23 4L1W)/F - LZldb/r - K-1b(LKL) TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT CHORD 2x6 SP #2 :B2 2x4 SP #2: WEBS 2x4 SP #3 :W5 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.46 to 54 PLF at 7.00 TC From 113 PLF at 7.00 to 113 PLF at 12.58 TC From 54 PLF at 12.58 to 54 PLF at 20.67 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 12.58 BC From 20 PLF at 12.58 to 20 PLF at 20.67 BC 446 LB Conc. Load at 7.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. L• i H1J UWU NKtf AKLU tKUM LUMNUItK IN UI (LUAUJ UIMtIVJ1 UNV)) JUb MIIILu by IKUJJ I"IY K. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.O_g_nai1s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 3 X 4 =_ 3X6= 2X4III 2X4 (A1) L1-4-2 T 1-2-3 12L-0-0 7-0-0 13-8-0 12-7-0 8-1-0 20-8-0 Over 2 Supports R=1407 U=603 W=8" R=1112 U=615 W=4" PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD FLBC 6.10 01Y:1 FL 1 R Scale 3125" Ft. WARNING"* TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING, AND BRAC51NG), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADI SON, WI 53719), FOR SAFETY PRACTICESACTICES PRIOR TO UNLESS OTHERWISE INDICATED, TOP RA _ 7_.IG0.'tIF[ a•yp•"'•.• J- T C TC L L D L 2 7. 0 P S F P S F R E F R 3 5 2 DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. F ERFORMINGTHESE FUNCTIONS. CHORD SHALL HAVE PROPERLY ATTACHED,' STRUCTURAL FANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V DRW SLTUSR352 ROOFTRUSSDIVISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IMPORTANTINC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i No. 42704 BC DL 10.0 PSF S L T - E N G / W M R 2722 SOUTHAPOPKABLUD. AND BUILD THETRUSSESINCONFORMANCEWITHTPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND l STATE OFBCL L 0.0 P S F APOPKA, APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SFECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. i P SE 0 N 26974 407 299.7522FAx: 4-299. 1 2 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL4. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH15 BESIGN, POSITION CONNECTORS PER OR '••,(• Ss{/•p' Q•• v TOT L D . 37.0 P S F D U R F A C 1.25 FROM S L C DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING w rni.' PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIVSHOWN. THE SUITABILITY AND USE OF THIS SPACING SEE ABOVE JREF- 1S30352_Z02 CERTIFICATE OF AUTHORIZATIONtt9218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER May 23 '03,. ANSIITPI 1-1995SECTION2. cciu5ir - cZ105ir - K -cv TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 5X4= 0-5-3 V I M I 3 UINU rrc L FAntU rH uM L U M F U I L K INt'UI (LUA113 N UIFILNZ)i UIN3) 3UM1-11I IrU ul InU33 Plrlc- 120 MPH WIND, 10.89 FT MEAN k' 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. k 0-8-1 F 8-0-0 2X4(A1) 1_ 9-10-0 I 9-2-8 1 19-0-8 Over 2 Supports R=716 U=213 W=6" R=694 U=209 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:6 FL 1 R - Scale =.375" Ft. WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 2GO, MADISO N, NI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOPCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M A IFIC y 4.• I T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 9 3 3 1 S MYTH LUMBER CO. DATE 0 5 / 2 3 0 3 DRW LTU$R352ROOFTRUSSDIVISION 2722 SOUTH ApoPKA BLVD. APoPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 IMPORTANT NC 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: 3 BUILD THE TRUSSES IN CONFORMANCE WITH TF I: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•••'••••.•••• I NO•Ij 701i : i5 STATE OF .•tom S (• P•I R,Q ••" Bl. BC T 0 T DL LL L D . 10.0 0.0 37.0 PSF PSF P S F SET -LNG WMR S EON - 36080 D U R F A C1.25 FROM A F PROFESSIONALENGINEERINGCERTIFICATE OF AUT-IORRA TON #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB I LI T,Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS70 COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May 23 u SPACING 24.0" J REF 1 S 3 03 5 2L 2 ccirs5ir - rt-ci TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4% 2X4 6 F— —1 6 3X4 0-8-18-0-0 F,xti- 7X6(E4) 2X4(Al) L1-4- j L 10-0-0 I 9-2-8 I 19-2-8 Over 2 Support R=807 U=291 W=8" R=696 U=204 PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 0TY:1 FL 1 - R - Scale=.3125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND . R,py T C L L 20.0 P S F R E F R 3 5 2-- 9 3 32BRACING. REFER TO HOB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONO FRIG DR., SUITE 200. MAD ISO N. WI 53119). FOR SAF ETV PRACTICES PRIOR TO t iF1c •. / F ERFORMING THESE FUNCTIONS. UNLESS OTH ERNISE INDICATED, TOP CHORD SHALL HAVE PROFERPROPERLY ATTACHED I %'•S T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. lG g ROOF TRl15SDIVISION `•IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42704 iii BC DL 10.0 PSF DRW $LTUSR352 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 i ! p! APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF B C L L 0.0 P S F S L T - E N G / WM R 407-299-7 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND FA PER ASSOCIATION) AND TPI. ALPINE j P • FAX: 4- 299-1 21 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • / R,O.•••• T 0 T - L D . 37.0 P S F S E 0 N - 3388 8 07-299 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t- D U R . F A C . 1.25 FROM A FPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESM,N SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF ALTHORI7ATON #9218 COMPONENT ANYSECTIOICULAR BUILDING Ir THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 'Oa SPACING 24. 0" J REF - 1 S 3 0 3 5 2_Z 0 2 LL1255/F - LLluS/F - KLL) IHIS UWG PREPAREU FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. WEBB a 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED. BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD 6 F— u --- I' jT18-3 8-1- 0 2X4 (Al) I 2-8-0 I 7-11-0 I 10-7-0 Over Continuous Support R=108 PLF U=26 PLF W=10-7-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R D e s i g n Crit: TPI STD 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M p T C LBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR10 DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70F CHORD SHALL HAVE PROFER LV ATTACHEO M 'I" m:.. w••v s "Tr•:F T C L DL 30.0 15.0 P S F P S F R E F R 3 5 2-- 9 3 3 3 DATE 0 5 2 3 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"` ROOF TRUSS DIVISION FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I Np•43 70/ BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA ElLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES R SLT-ENG WMRAPOPKA,FL 32703 407-299-1 522 IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESICN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN CONNECTORSCAT IAREPMADESOFD20GATASTMMRN NETAPPLYACONNECTORS TO LPIS STATE OF • P,jf / BC LL 0.0 PSF FAX: 407-299-9153 A653AGR40RETGALV. STE[L. EXCEPTIASINOTED. EACH FACE TOT. LD. 55.0 PSF SEQN- 18575OFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOD CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING e•-•('•.,,O R,O••• vv NAt PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMR0NEN7 DESIGN SHOWN. THESUITABILITY AND USE OF THIS D U R F A C . 1.33 FROM A F CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ma y 231-1995 SECTION 2. SPACINGANSI/TPI 24. 0" J REF 1 S 3 0 3 5 2 Z 0 2 lZIW3/1- - LL1255/1- - K-C4) In 13 UYIu rKCr HKCU rKVr1 wirlr UI CK 11YruI LLUHU3 d V1PIC 1\J1 VIV J) JUDI-11IICV DI Im- III K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 3-2-7 4X8= 2.5X4= 120 MPH WIND, 16.11 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 'PSF SOFFIT LOAD. LE1-4-8>J-<-1-7-0>j 0-11-0 1-4-8Y 1_ 5-1-8 _1_ 5-1-8 _I 10-3-0 Over 2 Supports R=504 U=342 W=3.5" R=421 U=273 W=3.5" 3-2-7 0 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - - R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLLNG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'O NOFRIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO F ERFORMIFIG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN t0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 4 • Q 1F Cq, j 'GV_ 2 j NO. nY%Oa • 4i+ 1 i 7f i T C L L T C D L BC DL 20. 7. 10.0 0 P 0 P PSF S F S F R E F R 3 5 2-- 9 3 3 4 DATE 0 5/ 2 3/ 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW CLTUSR352 S L T - E N G / WM R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299.1522 FAX: 407.299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 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 STATE OF ti A (V Q O `• R` 1 S oNa. BC L L T 0 T. L D. 0. 37. 0 P 0 P S F S F S E 0 N- 26992 D U R . F A C 1 . 25 FROM SFPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICATES 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. May 23 '03, SPACING 24.0" JREF- 1S30352_ZO2 LC1Z55/Y - LL1255/P - K-LJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 3-2-7 5X4= 2.5X4= HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND SBC or 120 MPH'ASCE 7-98 (CAT II,EXP B), 16.07 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 2. 5X4 = 2X4= LE 1-4-8>1<1 3 8>J 0-11-8 1-4-8Y I 5-1-8 I 5-1-8 I 10-3-0 Over 2 Supports R=488 U=245 W=4" R=445 U=225 W=4" 3-2-7 0 PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUT E. 503 D'ONOFRIO DR „ SUITE 200. MAD N. N[ 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERW I5E INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STR UCTU0.AL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. [ NC. 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 APPLICADEE PROVISIONS OF NOS (NATIONAL DESIGN r R ji T y l1ci 0 i No. 42704 S a S STATE OF T C T C BC BC L L D L DL L L 20. 0 7. 10. 0 0. 0 0 P S F P S F PSF P S F R E F R 3 5 2-- 9 3 3 5 S MYTH LUMBER CO. ROOFTRus5D1vIs1oN 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 DATE D 5 2 3 0 3 DRW SLTUSR352 S L T - E N G W M R 407- 299-1 522 FAx: 407-299-91 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER h P ORO.•'f C'•, NA` TOT L D . 37.0 P S F S EON 27048 D U R F A C 1.25 FROM SF PROFESSIONALENGINEERINGCERTIFICATE OF AUTIHORrZATION #9218 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING, IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May 23 '03 SPACING 24.0" JREF- 1S30352 ZO2 cuuSXr - LucsaXr - K-co) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3-2-7 120 MPH WIND, 15.57 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. 5X4= 5X4= 2.5X4 6 F- 2.5X4 % 6 3-2-7 0 2 X4 m 2.5X4= 2.5X4= 2X4= 2.5X4= LEI-4-8>i<1-7-03iJ 0 11-0 1-4-8Y I 2-11-8 _1_ 4-4-0 _I_ 2-11-8 _I 10-3-0 Over 2 Supports R=504 U=345 W=3.5" R=421 U=276 W=3.5" PLT TYP. Wave TPI95 R D e s i q n Crit.: TPI STD FLBC 6.10 QTY:1 FL 1 - R - Scale =.375" Ft. WARNING"' TRUSSES REOU IRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 9 3 3 6ORACING. REFER TO HIB -91 (NA NDLING INSTALL [NG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SOJ D'ONOFRIO DR., SUSTE 200. MADI SON, NI 5J719). FOR SAFETY PRACTICES PRIOR TO ;'a'(F(`:••, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY Ai7ACHE0 3 Y%`••,C` T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. lG ROOF TRUSS DIVISION '`IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA SEND. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING.SHIPPING, INSTALLING AND 2 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 CON NECTORSI ARE MADE OF020GAT AST MMA 653A GR40R GAL V. STEEL. EX CCPTAPIR AsAS NOTE D. T APPL YACC IN E ONNECTORS TO Q R1••fw T 0 T . L D . 37.0 P S F S E Q N - 27002 407-299-1522 -,A(• FAX: 407.299.91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `e•••}~j ~ DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING {/D U R . F A C . 1.25 FROM SF PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDES GN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 23 'O. ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" LIREF- 1530352_Z02 elbb/r - LL1255/f - K-e/) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x4 SP SS Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 3X6 (Al) = 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2X4 T2 2X4 1 716 (— 6 8-0-0 2.5X4= E xa= 2.5X4= 3X6(Al) L-1-4- I 7-0-0 1 6-0-0 I 7-0-0 I 20-0-0 Over 2 Support R=1521 U=613 W=8" R=1433 U=554 W=8" PLT TYP. Wave TPI95 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 BRACING. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M R T C L L 20.0 P S F R E F R 3 5 2-- 9 3 3 7 INSTITUTE. 563 D'ONOFRIO DR.. SUITE 200. MADISO N. WI 53719). FOR SAFETY PRACTICES PRIOR TO .ryw/,/I PERFORMING THESE FUNCTIONSNCTfONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED p• FI C,•"• S MYTH LUMBER CC) STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jG`V % T C D L 7. 0 P S F DATE 0 5/ 2 3/ 0 3 ROOF TRUSS DIVISION 'IMPORTANTNC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I f N0.42704 ' BC DL 10.0 PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO : 02722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND APOPKA, FI. 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF B C L L 0.0 P S F S L T - E N G / W M R 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMER51CAN FOREST AND PAPER ASSOCIATIONI AND TPI. ALPINE FAX: 407-299-9 153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •• O R10 S..r T 0T . L D . 37.0 P S F S EON - 2700 5EACHFACEOFTRUSS, 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 `' . . RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS rs DAlAf t D UR F A C 1.25 FROM A F CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. May 23 SPACING SEE ABOVE JREF- 1S30352_ZO2 Z21857F - Z21857F - R-28) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4(A1) 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X4= 5X4= 2X4 2X4 6 1-- --1 6 8-0-0 r,xin= 2X4(A1) L1-4-O I 9-0-0 1 2-0-0 I 9-0-0 I 20-0-0 Over 2 Supports ' I R=825 U=286 W=8" R=736 U=204 W=8" PLT TYP. Wave TPI95 D e s i q n Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R - Scale=.3125" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE 1N FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3,1 'ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORM NG THESFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PR OFERLYATTACHED 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 iFi; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOC IATIOH) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOC A7 EO ON THIS DESIGN, POSITION C04NEC70R5 PER A J' ""'•• A iT Flr. V : f No.42704 i j 1STATEOFQt_ P V R50••.- T C T 1. BC B C T 0 T L L D L DL L L L D . 20. 7. 10. 0 0. 37. 0 P 0 P PSF 0 P 0 P SF S F S F S F R E F R 3 5 2-- 9 3 3 8DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. RooPTRussDlvlsloN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299.1 522 FAX: 407-299-9153 DRW SLTUSR352 S L T- E N G / W M R S E 0 N - 27050 D U R F A C . 1 .2 5 FROM A F PROFESSIONAL ENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB ILITY AND USE OF THIS nn•.Q v AL SPACING 24. 0" JREF- 1530352_Z02 CERTIFICATE OFAUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. May 23 .,. cciu5ir cciu5ir vi TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 2 X 4 III 2X4 (DI) 12-4-3 2 X 4 III 2-8-0 Over Continuous Support R=70 PLF U=67 PLF W=2-8-0 1 11 3 UNO YKtYAKtU rKUM L.UPII'U ItK 11N HUI (LUAUS h UII"It IN31 UI13) 3UDI.11I ICU DI If(U33 I-I'M 120 MPH WIND, 13.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 QTY:2 FL - 1 R - Scale =.375" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND e T C L L 2 0. Q P S F R E F R 3 5 2-- 9 3 3 9RRACING. REFER 70 HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TFI (TRUSS PLATE '7 INS7I TUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 511, 9H FOR SAFETY PRACTICES PRIOR TO t;FiC••,Iy, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED .y ; ( •_i` T C D L 7. 0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 17 t;t r p ROOF TRUSSDIYISION `IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED e7d j ND.i2]D4 ' p IJC DL 10.0 PSF DRW SLTUSk352PRODUCTS, 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 t STATE OF B C L L 0.0 P S F S L T - E N G / W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 1P1. ALPINE .. A407-299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO iii/// ' a R,O `..f'v T 0 T . L D . 3 7 .0 PSF S E Q N 35549FAx: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER nn PROFESSIONAL ENGINEERING DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ilA D U R . F A C . 1 .2 5 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S30352_Z02 Z16t/r - cZldb/v - ue) HIJ UWU NKt1AKtU tKUM LUMNUItK 1Nf U1 (LUAUJ G UIMtNJ1 UIVJ) JUt5M111tu MY IKUJ.J Mt K. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6 F— D1) r11-4-3 2 X 4 III 4-8-0 Over Continuous SUDDor R=74 PLF U=39 PLF W=4-8-0 120 MPH WIND, 12.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 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:i FL 1 - R - Scale =.375" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIFFING, INSTALLING AND BRACING. REFER TO HIB-91 (H ANDLIN6 INSTALLING AND BRACING). PUBLISHED BY iPl (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR., SUITE 200' MADI SO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO P EP.F ORM(NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO 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 M R,Q,_ d FI (••.• Y [, y1 r'•. QfJGiiiirNo. 42704 ® T C TC BC L L DL DL 20.0 7.0 1.0 P S F PSF PSF R E F R 3 5 2-- 9 3 4 0 S MYTH LUMBER CO. Ei00FTRU55DIV1510N DATE 05/23/03 DRW S T$R352 cJ L T - E N G / WM R2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407-2919-1 522 FAX: 407-29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SH IPFING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER• 2 s STATE OF S•( tl0arOP S Nai. B C T O T L L L D . 0.0 37.0 P S F P S F S E 0 N 35552 " D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OFAUT1-IORmArioN #9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES j,;GN SHON N. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIiTPI 1-1995 SECTION 2. r May 23 0. 1. SPACING 24.0" JREF- 1S30352_ZO2 LctuOXr - tuts'JXr - V3I TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6(— D1) 10 4 3 2X4III 6-8-0 Over Continuous Support R=74 PLF U-30 PLF W=6-8-0 IH1J UWG PHEPAHEU'FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 12.16 FT MEAN'HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R D i Crit.: TPI FLBCesqnSTD 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING^'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HOB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TOr4veF.Cw•: F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO ICAT ED, TOP CHORD SHALL HAVE PROPER LV ATTACHED M. eI'A7/j-I TSMYT T 1. TC L L DL 2 0. 7.O 0 PSFF PSF R E F R 3 5 2-- 9 3 4 1 H LUMBER CO. DATE 05/23/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVEA PROPERLY ATTACHED RIGID CEILING" IMPORTANT`"' DRW SLTUSR352ROOFTRUSSDIVISIONFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO D. 42704 I BC DL 10.0 PSF 2722 SOUTH APOPKA Elwm BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING ANO 7C Y S L T- E N G W M RAPOPKA, FL 32703 407-299.1 522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF j L B C L L 0. 0 PSFF S EON 33926CONNECTORSAREMADEOF20GAASTA653GR40GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I:OR'O v T 0T L D 37.0 P S FFAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DUR.FAC. 1.25 FROM RHPROFESSIONALENGINEERINGDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U5E 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. May 23 'u SPACING 24.0" JREF- 1S30352 ZO2 L, 1iOJ/F - LLIODIF - Vv/ riitc —11 nnr-- rnn„ 11—1 v fITMCAIC—MCI CIIOMITTCn OV TDIICC MCD TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. P IEN 2 X 4 III 6 2X4 (D1) In 9-4-3 00 2 X 4 III 2 X 4 III I < —8-8-0 Over Continuous Support R=74 PLF U=32 PLF W=8-8-0 120 MPH WIND, 11.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R 0 e s i q n Crit: TPI STD FLBC 6.10 0TY:l FL - 1 R - Scale =.375" Ft. WARNING*. TRUSSES REQUIRE EXTREME CARE IN FABRICATION HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 PSF REF R 3 5 2-- 9342 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLI SH EO BY TPI (TRUSS PLATE I NSTi TUTE, 583 D'ONOFRIO DR.. SUITE 200, MAGI SO N, W[ 53719). FOR SAFETY PRACTICES PRIOR TO t Fl••• F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Y`rV '- T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ; No. 42704 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 1 B C D L 10.0 P S F D R W SLTUSR352 ROOFTRl1SSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7C : : A 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND %% STATE OF BC L L 0.0 P S F S L T - E N G / WM R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN [, 407- 299.1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .S O Rllot . CONNECTORSAREMADEOFTOGAASTMA653GR40GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ••ti r T 0 T . L D . 37.0 P S F S EON - 35567 FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER vs/If a PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y .- D U R . F A C 1.25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES[ N SHOM WN. THE SUITABILITY ANO USE OF THIS CERTIFICATE OF AUDHORaATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 '03, SPACING 24.0" JREF- 1530352_Z02 ANSI/TPI1-1995 SECTION 2. LeIO/r - cc105/r - VD TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 6 F-- 5X4= 2X4111 2X4 (D1) 11-4-15 2 X 4 111 2 X 4 111 L— 2-6-8 _1_ 2-0-0 _I 4-6-8 Over Continuous SuoDortl R=74 PLF U=40 PLF W=4-6-8 HIS OWL, PREPARLU FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 12.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND " BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI95 R D e s i g n 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 M Rq T C L L 20. 0 P S F R E F R 3 5 2-- 9 3 4 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO •.,•. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED : (•• T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. !/ F ROOF TRUSS DIVISION PRODUCTS. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDj ND 4 70,4 : BC DL 10.0 PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 / c 2722 SOUTH APOPKA 6LVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7C i gTATE OF t BC L L 0 . 0 PSFF S L T - E N G / WM RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ••'C CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R,O•f••/ T 0 T . L D . 3 7.0 P S F S E 0 N - 35570FAX: 407.299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A .. PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v(AL`',{ D U R . F AC . 1 2 5 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS „ CERTIFICATE OF AUTHORrlATON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE SPQR SiBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 23 SPACING 24.0" JREF- 1S30352 Z02 4ZIW)1/ - LZlon/r - VO) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC 6 F— 5X4= 2X4 Ili 2X4111 2X4 (DI) Ul 10-4-15 2X4 III 2X4 III 2X4 III 1_ 2-6-8 _1_ 4-0-0 _I 6-6-8 Over Continuous Support R=74 PLF U=31 PLF W=6-6-8 inia urvu rn[rnn[u rnvn LunruICR inrui k- - a U i I ILI' vo/ JUUI u ii i 120 MPH WIND, 11.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI95 R Design Crit: TPI STD) /FLBC 6.10 0TY:l FL - l - R - Scale =.375" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING). PUBLISHED OY TP] (TRUSS PLATE INSTITUTE. 583 D'O1 FRIO R. SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORD SHALL HAVE PROPERLY ATTACHED STP.UC TURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIG IO 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 1N 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 FORESI AND FAPE0. ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M M Aq t IFI(+•.•• j,/ i.•,C- n f ND.42704 r. STATE OF. QWQOp10Pf`{( 1 4 y,y,( T C T C BC BC TOT L L D L DL L L L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F PSFF R E F R 3 5 2-- 9 3 4 4 DATE 0 5 / 2 3/ 03 S MYTH LUMBER CO. ROOFTRUSS IVISION 2722 SOUTH APOPKA BLvL). APOPKA, FL 32703 407 299-1 522 FAx: 407-299-91 53 DRW SLTUSR352 S L T - E N G / WM R S E Q N 35573 D U R. F A C. 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTI-IORFGITION #9218 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 RESPOIIS I BILITYOF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. 1 v"`• IVA iP- May 23 u; SPACING 24.0" JREF- 1S30352_Z02 cu05/r - cuuSAr - V/ TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F— 5X4= 2X4111 2X4111 2X4 (D1) 2X4III 2X4III 2X4111 1— 2-6-8 _1_ 6-0-0 I i< —8-6-8 Over Continuous Support R=74 PLF U=32 PLF W=8-6-8 9-4-15 THIS UWU PKtPAKLU ERUM LUMPUIER INPUI (LUAUS & DIMENSIONS) SUBMIIILU BY TRUSS MR. 120 MPH WIND, 10.19 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 TIC @ 24" OC. 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 NIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIG DR., SUITE 200, MAD SO N. NI 53719), FOR SAf ETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO R t FI C•w• 3 .':FG (n •j j i1io. 42704 _ iii444 1 1g T C T C BC L L D L DL 20. 7. lO.D D 0 P S F P S F PSF R E F R 3 5 2-- 9 3 4 5 SMYTH LUMBER CO. RooFTiussDrvlsloN DATE 0 5 / 2 3 0 3 DRW SLTUSR352 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPC OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF j BC L L D 0 P S F S L T - E N G W MR 407-299-1 522 FAX: 407-299-91 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APFLY CONNECTORS iD - EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S%e6 VVV < O R110 . s/ ONp E' TOT L D . 37. 0 P S F S E 0 N - 35576 D U R F A C . 1 .25 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORrLATION.#9218 DRAWINGS 160 A-Z. THE SEAL O11 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU5S COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 23 '03 SPACING 24.0" JREF- 1S30352 Z02 4el65/r - «lu5/r - N-L 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 r— 9-10-1 9-10-1 Over 3 Supports R=400 U=223 W=8" i n i a urvu rn[. r nn cu rnu rl Lurmul[n Inrui Ll.0vuii i 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=208 U=1II2 3-9- 14 0 R= 329 U=180 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:5 - 1 - R - Scale =.375" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO R. SUITE 200. MAOISON, XI 53719). FOR SAFETY PRACTICES PRIOR TO'FI(('• ERFORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOF CHORD SHALL HAVE PROPERLY ATTACHED PE STRUCTURALPANELS. ' B OTTOM CHORDSHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND FA PER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M M R a ::( Y.'. C' V : No. 42704 l STATE OFQ1i( P1 l I A• ORlQ••P/ FL T C T C BC B C T 0 T L L D L DL L L L D . 2 D 7. 10. 0 D. 37. 0 D 0 Q P S F P S F PSF P S F P S F R E F R 3 5 2-- 9 3 4 6 DATE 0 5/ 2 3/ 0 3 SMYTH LUMBER CO. RooFTRuSSDIVISION 2722 SOLITH APOPKA BLVD. APOPKA,FL 32703 407-299- 1 522 FAX: 407- 299.91 53 DRW SLTUSR352 S L T- E N G W M RS E Q N - 27053 . D U R F A C . 1.25 FROM A F PROFESSIONAL. ENGINEERING DRAWINGS160A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO IISIBI LITY SOLELY FOR THE TRU5S COMPONENT OESLGN SHOWN. THE SUITABILITY AND USE OF THIS p 4 SPACING SEE ABOVE JREF- 1S30352_Z02 CERTIFICATE OF AUTHORIZATION ##9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. May 2 3 LG16!3/F - Lzldb/F - F1L) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4.24 (- 2 X 4 III 3 2-3 2 X 4 III L<-1-11-5-IE 4-2-15 A. 4-2-3 Over 3 Supports-- R=298 U=180 W=4" 1 R=8282 U=180 4-7-15 0 R=45 U=180 THIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 120 MPH WIND, 15.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.35" DUE TO LIVE LOAD AND 0.05" DUE TO DEAD LOAD. PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 0TY:2 FL - 1 - - R - Scale =.375" 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-- 9 3 4 7BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 O'ONOFRIO OR.. SUITE 200, MAGI SON, WI 53719). FOR SAFETY PRACTICES PRIOR TO '(IFI •••'•• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` 4.k Tl. D L 7.0 P S F DATE 5 2 3 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.?G ggqqqq$$$ / / ROOF TRUSS DIVISION •"IMPORTAN T NC FURNISH A COPY RE OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l d No.,4*27- = 6 BC DL 10.0 PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANv DEVIATION FROM THIS DESIGN; ANY FAILURE TO 71C2722SOLITHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B C L L O. O P S F S L T- E N G WM RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORHS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN ° STATE OF tQ / 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ( CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO I:•• < o RlOP V TOT . L D . 37.0 P S F S EON - 24196FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C •••//~//'••.. ••• t_NAv` PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s yNEit Y'" D U R . F A C . 1.25 FROM SFRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORI7ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. May 23 'u. SPACING 24.0" JREF- 1S30352 Z02 LL1YS5/r - LLlt55lF - i=. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. LX4(Al) L<1-4-O—E7-0-12 —1 i-E 7-0-0 Over 3 Supports R=363 U=197 W=8" 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 1-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 R1063 U=180 3-10-3 R=703 U=180 PLT TYP. Wave TPI95 R Design Crit: TPI STD) /FLBC 6.10 OTY:21 FL - 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MAD ISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOhI 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 RESFONS ISLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R iFicgT F f No.42704 T C T C BC L L D L DL 2 0.0 7. 0 10. 0 P P PSF S F S F R E F R 3 5 2-- 9 3 48 DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. ROOFTRUSSDIVISION DRW SLTUSR352 S L T - E N G / W M R2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407- 299.1 522 FAX: 407.299-9 153 BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIA71011) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCA TEO ON THIS DESIGN, POSITION CONNECTORS PER STATE OF 5 r C p•y R,O • i7sryAGBC T O T L L L D . 0. 0 37. 0 P P S F S F S EON 2419 8 D U R F A C . 1 . 25 FROM S F PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORRATION#9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDCATES ACCEFTA NCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TR US5COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU RDING DESIGNER. PER ANSIJTPI 1-1995 SECTION Z. Y H 4 t May 23 '03• SPACING 24.0" JREF- 1530352_Z02 cclu5/r - Lciu/r - Lf TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #2 3-2-7 2 X 4 III L<1-4-811,3-0-4-->j 2-11-8 Over 3 Supports R=213 U=180 W=3" IC-4-4 R=55 U=180 4-8-3 0 R=34 U=180 HIS UW0 FKLFAHLO -HUM COMPUIER INPUT (LOADS & DIMENSIONS) SUBMITTED BY MUSS M-R. r 120 MPH WIND, 15.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.33" DUE TO LIVE LOAD AND 0.04" DUE TO DEAD LOAD. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:4 FL 1 R - Scale =.375" F1t. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISO N. NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUPANELS, 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 XITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ON CONNECTORSIAREPMADESOFO20GATASIMMA6531GR40RGALVANSTEELEREXCEPTIASINOTEDNOTAPPLYACCNNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iI F C•• P CTURAL 4: j i1r'0. 42%04 1* 7CY 1 STATE OF •LQ` 1 `•'• Y O•R10.''• v'• T C T C BC BC TOT. L L D L DL L L LD. 20. 0 7. 0 10. 0 0. 0 37. 0 P P PSF P PSF S F S F S F R E F R 3 5 2-- 9 3 4 9 S MYTH LUMBER CO. ROOFTRuSSDIVESION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-299-9153 DATE 0 5 / 2 3 / 0 3 DRW SLTUSR352 S L T - E N G / W MR SEQN- 27069 D U R F A C 1.25 FROM S F PROFESSIONALENGINEERINGDRAWINGS160A-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 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May 23 u SPACING 24.0" JREF- 1S30352 ZO2 LClon/r - LClo5 /r - k—if TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6F- 2X4(A1) L<1-4-0 1-0-12 1-0-0 Over Supports 0 - 4 U 1804 9-4-0FR= U=180 R=247 U=275 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:10 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND RACING. REFER TO H018-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEE (TRUSS PLATEBNlCTITO F C'4. PERFORMING THESEOFUNCT[ONSOFRIORUNLESSTOTHERNISEDINDICN.ATED. TOPICHOROFOSHALLFHAYETY ` PROPERLY ATTACHED r; STRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING. HANDLING. SHIPPING,. INSTALLING AND BRACSPECIFIC AT LI SH EDTBYSTH ESIGN AMERICANONFORMS FOREST AND PP APERBASS OC OVIS I AT I ON)SAND TP I. (NATIONALOF NOSALPNEDESIGN CONNECTORS ARE MADE OF 20CA AST A653 GR 40 GAL V. STEEL, EXCEPT AS NO 7ED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES[;N SHOWN. THE SUITABILITY AND USE OF THIS NSECTRTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIONENT1FOR ANYRA- 7/ VIOR fNo. 42704 S STATE OF ft S PjL I <OR10,,.•'`; V,•' n ..... ,. Ma y 23 ' o 3. T C T 1. B C B C TOT.LD. L L D L D L L L 20.0 7.0 10.0 0.0 37.0 P PSF P P PSF S F S F S F R E F R 3 5 2-- 9 3 5 0 DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. ROOF TRuss DrvtsloN 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407-299. 1522 FAX: 407. 299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 D R W SLTUSR352 S L T - E N G / W M R SEON- 24363 D U R . F A C . 1.25 F R 0 M A F S P A C I N G 2 4. 0" J REF - 1 S 3 0 3 5 2_ Z 0 2 Z21857F - CJ3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1T- 10 4 R-47 U=180 1-1I0-3 q- 0 7 R=23 U=180 L<1-4-01+E-3-0-12-->j 3-0-0 Over 3 Support R=234 U=180 W=8" 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED _ ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. Pll IYP. Wave IP1 95 K Design Crit: TPI STD FLBC 6.10 0TY:9 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 PLATE INSTITUTE. 583 D'ONOFR10 DR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IRDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ryAA I11F[c •..'II/ it N. 42704 T C T C B C L L D L D L 2 0.0 7. 10.0 0 P S F P S F P S F R E F R 3 5 2-- 9 3 5 1 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 / 2 3 / 0 3 D R W LTU$R352 2722 SOUTH APOPKA BLVD. 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 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO(NATIONAL DESIGN SPEC IF ILATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTMA553 GR40 ,ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P051TION CONNECTORS PER 1 sSTATEOFL AR,OPf / mow BC T 0 T. L L L D. 0. 37. 0 0 P S F P S F S L T- E N G W M RS E 0 N- 24365 D U R F A C 1.25 FROM SF PROFESSIONAL ENGINEERINGCERTIFICATEOF AUT11ORaAmON#9218 DRAWINGS 160 A -Z. THE SEAL ON THIS OR ANE NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E S.PONS 1131LIT Y SOLELY FOR THE TRUSS COMPONENT OF SIGN SHOWN. THE SUITABILITY AND USE OF THIS ACOMNS I0 NE T1F 00R ANSECTIO ICULAN BUILDING IS THE RESPONSIBILITY OF THE BUILOT NG DESIGNER, PER May 23 '03 SPACING 24.0" JREF- 1S30352 Z02 Zjdt)/F - I;US(JIUb)) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6F— 0-6-11 F 2.5X4(B2) 2-7-12---j 2-7-0 Over 3 Su orts R=100 U=180 W=8" lT264 - 4 rR—U=1II0 1- 10-3 9- L- 0 R= 27 U=180 I— urvu 1111-Lu 'IV", urrruicn i'llul Lw— n I — - 1 - - 120 MPH WIND, 10.53 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 TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 0TY:1 FL 1 - R - Scale =.375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALLINGANDBRACING),PUBLISHEDBY TPI(TRUSS PLATEINSTITUTE.583D'ONOFRIO DR..SU [TE 200. MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDp; STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO V, oF(CPERFORMING f' G 333 ( N0.42704 i n TC T C BC L L D L DL 20. 0 7. 10. 0 0 PSF P S F PSF REF R352--9352 DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. ROOFTRu55D1v351oN DRW SLTUSR352 S L T - E N G / WM R 2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407- 299.1522 FAx: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICA TING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN AND WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PA PEA ASSOCIATION) AND TPI. ALPINE1,I`j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NO7E0. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF Q" P,r r O R1o,.•• BC T 0 T. L L L D. 0. 37. 0 0 c PSF FPS F S E 0 N- 24367 D U R F A C . 1 . 25 FROM SF PROFESSIONAL ENGINEERING CERTIFICATEOFAUTHORIZATION # 9218 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. May 23 ' 0.5 • SPACING 2 4. 0 L1R E F 1 S 3 0 3 5 2_Z 0 2 Z21857F - Z21857F - C4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #2 120 MPH WIND, 15.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.02" DUE TO DEAD LOAD. 6 F— 1 -4-4 2X4111 R=-27 U=180 3-2-7 3-8-3 i Ld + 1-2 0 2 X 4 III LE1-4-8>J 0-11-8 Over 2 Supports 7 R=182 U=180 W=11.501" I'LI IYP. Wave INlyS R Design Crit: IPi (SID) /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 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE NSTITUTE, 583 D'ONOFR10 DR., SUITE 200. MADISON. N1 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M R IFIC' 7R n T C T C L L D L 20. 7. 0 0 P S F P S F R E F R 3 5 2-- 9 3 5 3 DATE 0 5 / 2 3 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEl LING. j DRWROOFTRUSSDIVISIONIMPORTANT"" FURNISH A COPY OF 1H15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.4270 i BC DL 10,0 PSFPRODUCTS. INC-. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLTUSR352 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 71{ S L T - E N G W M RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF 24 BC L L 0. 0 P S F S EON - 27076 407-299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A53 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Q R1 Vw T O T L D 37.0 P S F FAX: 407-299-9 153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n•//~'•••••' cN V D U R F A C 1 5 FROM SF PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4 CERTIFICATE OF AU7HORRATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE, RE SPONS181LI TY OF THE BUI LOING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May 23 'D.i 2 SPACING 24.0" JREF- 1S30352 ZO2 L41OD/r - 1, JD) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 0 i - R=48 U=180 LX4 (A I) L<1-4-0-11--- 5-0-122 1- 5-0-0 Over 3 Supports R=295 U=181 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:9 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. 503 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53J19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED}JG 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. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI$ DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER e A- J ".••""• '1yF',•rrr /III f No. 42704 i* 7 1 STATE OFsA ; L Sf V0R,0''o E lFLTC T C BC BC TOT. L L D L DL L L L D . 2 0.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 9 3 5 4 DATE 0 5/ 2 3/ 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-7522 FAx: 407-299-91 53 DRW SLTUSR352 4 S L T- E N G / WM R S E 0 N - 24369 D U R F A C . 1.25 FROM SFPROFESSIONALENGINEERING CERTIFICATE OF AUTT/ORRATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DE S GN ANSI/TPI 1-1995 SECTION SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDIIG [S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 2. IAILL " M a y 23 '0 3 SPACING 24. 0 J R E F- 1 S 3 0 3 5 2_ Z 0 2 z1n/5 - I,it) (JIUb TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. i 0-6-11 T 11-10-4 R=115 U=180 2-10-3 0 R=50 U=180 2-5X4(B2) Lc 4-7-12 4-7-0 Over 3 Supports R=174 U=180 W=8" THIS DWG PREPARED -FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 11.03 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 TPI 95 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 HfB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1 NST]TUTE. 583 D'ONO FRIO DR., SUITE 200. MAOISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED A/j-, lFlC •`•. V G 4- T C T C L L D L 20.0 7. 0 P S F P S F R E F R 3 5 2-- 9 3 5 5 SMYTH LUMBER CO. DATE 0 5/ 2 3/ 0 3STRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r N, 4Z 704 DRW SLTUSR352ROOFTRU5sD1v1s10NIMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLENSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO p 7C BC DL 1D. D PSF 2722 SOUTH APOPKA Bwa APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY t STATE OF ? BC L L 0.0 P S F S L T - E N G / W M R 407-299.1522 THE AMERICAFOREST AND PACER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOE OF 20GA AS TMA653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO f R,.,,• TOT. L D 3 7.0 P S F S E 0 N 24361 FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER VsNf D U R F A C 1.25 FROM SF PROFESSIONALENGINEERINGDRAWINGS160A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VjY CERTIFICATE OF AUTHORIZATION#9218 RESPONSIBILITY SOLELY FOR THE TRU 5S COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT T1FORANY SECTIOICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 '03 SPACING 24.0" JREF- 1S30352702 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) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• I) 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" H F STUD 3' 4" 4' 10" 4' 10 6' 5" 6' 5" 8' 4" 8' 4" to' 0" 10, 0" 13' 1" 13' 1" STANDARD 3' 3' 4' 2" 4' 2' 5' 6" 5' 6" 7' 5" 7' S" B' 7" 8' 7" 11' 8" 11' 8" 1_ 1 3' 9" 5' 11 6' 4" 7'-0" 7' 6" 8' 4" B' 11" - 10' 11" 11' 10" 13' 1" 14' 0" P 2 3' 8" 5' 11" 6' 4" T 0" 7' 6" B'.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" DFL STUD 3' 6" 4' 11 4' 11" 8' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13, 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' it" 11' 11" S P 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14 0" 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" 5' 11" 5' 11 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W 0 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" P 2 4' 2" 6' 9" 7' 3" B' 0" 8' 7" 9' 6" 10' 3" 12 6" 13` 6" 14' 0" 14' 0" W 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 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' I1" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" Q 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13, 10" 14' 0" 14' 0" 14' 0" U 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" H F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O STANDARD 4' 2" 5' 11" 5' it-- 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" Q S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13, 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" B' 9" 9' 3" 10 6" 11 0" 13' 10'. 14' 0" 14' 0" 14' 0" r-+ 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" 6' 1" B' 0" 8' 0" 10' 6" 1 10' 9" 12' S" 12' S" 14' 0" 14' 0" SYMM 2X4 #2N OR BETTER DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL 16" BRACE IS USED. CONNECT L DIAGONAL BRACE FOR 070# BRACEATEACHEND. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" # IN TABLE ABOVE. DOUBLE CUT L 1 + AS SHOWN) AT UPPER END. I ONTINUOUS BEARIN CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. I'Ull` REFER TO CHART ABOVE FOR ho BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR 1 #2 STANDARD 1 #2 STUD 3 STUD #3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 k 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 NAILS AT 2" O.C. IN 1B" END ZONES AND 4" O.C. BETWEEN ZONES. BRACES: SPACE NAILS AT 3" O.C. IN 18" 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 I NO SPLICE LESS THAN 4' 0" IIX4 OR 2X3 GREATER THAN 4' 0". HUT LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E WARNING- • TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AN BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. x•IMPORTANT- FURNISH A COPY F THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEEREDPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURE ToBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - NGS 160 A-Z. THE SEAL O SOLELY NWINGINDICATESACCEPTANCEUS8WO. STHONAL/// ENr FONTHIS R THE SUITADRAWBILITYLIIN ANDRESPONSIBILITY NT HE TRUSSRANYPARTICULARCOMPONENT RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No. 42704 •. STATE OF i` O•'O P`\ i •- At •V ``A,ssl` qI_±1 _. 1 (._.1" TOT. LD. 60 PSF REF ASCE7-98-GAB12030 SMYTH LUMBER CO. ROOF'T"RUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING CERTIFIGATE OF AUTHORIZATION M921 DATE 09/10/01 DRWG A12030ECO901 E', Ei (' MAX. SPACING 24.0" RIGID SHEATHING I A T1 T T1 T1 T1 M A T T ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015EC0901, A08515ECO901 A13030ECO901, A12030ECO901, A11030ECO901. A.10030EC0901, A08630ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699 S11030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRAC WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 % 10 7, 2x6 40 7 50 7, . 110 MPH 30 FT 2x4 10 7 10 7, 2x6 50 7, 50 % 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 % 2x6 20 7, 40 7, 90 MPH 30 FT 2x4 10 7- 10 % 2x6 30 7 50 7, 80 MPH 15 FT - 2x4 10 7 20 7 2x6 10 7, 30 7 80 MPH 30 FT 2x4 20 7 10 7 2x6 20 7 7 70 MPH 15 FT 2x4 0 7, 2x6 0 7 7, 12070MPH 30 FT 2x4 l0 7. 7 2x6 10 % 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) = 10% = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" LACES DRAWINGS GAB98117 876.719 & HC26294035 rWARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED I P IFIc REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISDN, 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 li..0 DATE 10/24/01 S MYTH LUMBER Co . HAVE A PROPERLY ATTACHED RIGID CEILING. DESIGN TO EHINC. CSSHALLDPY FNOTI DRWG GBLLETIN1001ROOFTRUSSDIVISIONENGINEEEREDTPRODUCTS, BE RESPONSIIBLEFOR ANYLATICIDEVVIIATIONTRACTFROMOT HISLPINE1No. 42704 ENG DLJ/KAR 2722 SOUTH APOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLINGANDBRACINGOFTRUSSES. DESIGN y, APOPKA. FL 32703 CONFORMS WITH APPLICABLE PROVISIONS OF N S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7¢ 40407-29 AMERASTM1CAN A653 FORESTAND GALV.PAPERSTEELASSOCIATION)SARE MADE OF OGA AND NOTED TPI. APPLYNECONNECTORSOOTO STATEOFTOT. LD. 60 PSF 91 FAX: 407-299-9153EACHFACEOFTRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A••' R. FAG. ANY PROFESSIONAL ENGINEERING DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHDWN. THE j 7( P`,•, O CERTIFICATE OF AUTHORIZATION# 921B. SUITABILI"IY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING [S THE ii /` R1 ' •`; A}( SPACING RESPONSIBILITY DF THE BUILDING. DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. F _ ' 24.0 a r, 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. i 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX 12 12 MAX.(— W2X4 W2X4 W2X4 8-0-0 MAX-i 12 12 MAX. W4X4 WIX3 L WIX3 W1X3 W1X3 W2X4 16-0-0 MAX WIX3 12 12 MAX: W4X4 W1X3 rW,X3 6-0-0 WIX3 MAX SPACING) W2X4W5X4/SPL 1Y1X3 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0" TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY. VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. E—NAILE W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL w COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) 111iii131flfiilll AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM, SPACING. / Q" THIS DRAWING REPLACES DRAWING A105 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDNBYTPI G V- ••• V• ,•• TC LL 30 30 40PSF REF VALLEY DETAIL TRUSS PLATE- INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS THERWISE INDICATED^ TOP CHORD DL 20 15 7 PSF DATE 06/25/99SHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHAL SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 * G IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIEROOFTRUSSDIVISION C DL 10 10 10 PSF DRWG VALTRUSS0699 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ENG MLH/ICAR2722SOUTHAPOPKABLVD. ANY FAILURE TU BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APOPKA. FL 32703 APPLICABLE STATE 5C LL 0 0 0 PSF 55PROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE % 407-299 1 522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAiASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Q TOT. LD. 60 57 PSF OFFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O O I Oi N \ DUR.FAC.1.25/1.33PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT ESIGN SHOWN. THE q (`\'\\\\ L15 1.15 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THECERTIFlCATEOFAUYHORiiitnoNp92t6RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION Z. i//+s//n1 A1••Cw\\\\\ i ,- ( C \\ SPACING 24, f CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 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. PARTIAL FRAMING PLAN . S.0 N1 IV1 U1N lI\UJJ L,.D JA1 r-Y4 UU 3) 16d BOX NAILS, (3) 16d BOX 2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD (2) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS 3) 16d BOX NAILS RATED ( D) ( A) C) ( B) SHEATHING 4'0" TYP. ( C) B) (3) 16d BOX GIRDER NAILS, TOE -NAILED 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED \\ ;C LL 30 30 40 PSF REF CONV. VALLEY BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR\\\\ SAFETY PRACTICES PRIOR T PERFORMING THESE -FUNCTIONS.' UNLESS THERWISE INDICATED, s.•CIFIC,q•'• .DL 20 15 7PSF DATE 06/25/99TOPCHCIRDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSAN BOTTOM CHORD SHALL `- ••• GSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. BC T L 10 10 10 PSF DRWG VALCONVF0699IMPORTANT•>r FURNISH A COPY OF THIS DESIGN TO THE .INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS y 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, . . N0, 42704 • P L 0 0 0 PSF -ENG MLH/KARHANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ *• 'Q`f,I,D. 60 55 57 PSF, 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA C = FAX: 407.299-9153 - ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF •: STATE OFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS ESIGN, POSIT CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i IO •. AC. 1.25/1.33 1.15 1.15PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE %f1 . CERTIFICATE OF AUTHORIZATION#921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 14, O ,•• / OA.• RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. CING SEE ABOVEr N A,, \\\ TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER. WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. I PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING. TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING 120 MPH WIND, ASCE 7-98, CAT II, 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 2XI2 2 OR BETTER A E E A A E- 1E A 20' FLAT TOP CHORD MAX SPAN E AEE r JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 0 0 0 2., 00 o o o 0 o a o o o 0 8 1/4" r)r n ruu)nv n rr)(n oAo Ircu1uA urc ALYINN PIGGYBACK SPECIAL PLATE. 1i'111 ",'4p,RAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 rrWARNING" TRUSSES REQUIRE EXTREME CARE W FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED N/ iy MAX LOADING REF PIGGYBACKBYTPI (TRUSS PLATE INSTITUTE, 583 O'ONOFR[O 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 i•L``V ,•'TIF'•• V [ `` i 55 PSF AT DATE 06/25/99SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING, IMPORTANT-- FURNISH A COPY OF 1.33 DUR. FAC. THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEERED DRWG PIGBACKBO699ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING, HANDLING. 1 NO. 427047i 50 PSF AT ENG DLJ/KAR APOPKA,FL 32703 SHIPPING. INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - 9.25 DUR. FAC. 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AN TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE F C 47 PSF ATFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL STATE OF I PROFESSIONAL ENGINEERING ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE I.I 5 D UR. FAC. CERTIFICATE of AUTHORIUTION s921B SUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i O^,• O R 1O T,w` 1FACING 24.0 NA BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON-DENSE1 2520# 1 1343 1.5" X 3.5" 9 8 7 7 6 4 ++ MAXOZV3X 3X8 TRULOX ** LOXMAX42X8WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE 4;iiiliiillfiillJA } DRAWING REPLACES DRAWINGS A115 A115/11 & 884,132 xxWARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED g4i4 TC LL - PSF REF BC FILLER BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRI 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 1r `••.iaF C,t1'•, FF DL PSI'' DATE 06/25/99 DRWG BCFILLER0699SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 46 B DL 10.0 PSF ROOF TRUSS DIVISION xx IMPORTANT;. FURNISH ALPINE ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, f ILL — PSF2722SOUTHAPOPKABLVD. DESIGN; ANY HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH nJo, t 2/O4- ENG DLJ/KAR APOPKA. FL 32763 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE Tof LD• PSF407-299,1522 FAX: 407-299-9153 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 UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC.1.O/1.15/1.25/1.33 AND, DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING IN ICATES ACCEPTANCE OF PROFESSIONAL i A '• PROFESSIONAL ENGINEERING CERTIFIc TE OFAUTHORITATION #921OZ1 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Isi O •, / fl f ; 11 24.0 ' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, j ` o ACING py1111lIrlII,411\1\\\\\\\ STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADEBOTCHORD2X4SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09= 00 2-05-11 2 2 DENSE OR - -I 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# J1 J3 J5 ** J7 3.00 12 # TO6.00 W2X4 1' 3' S' 7' R=463#, W=3.50" END AND CORNER JACKS HJ 2' TYI 7' 5' CORNER SET SETBACK 3 7' 0" 0 1 2 HIP OR COMMON TRUSS 1 HIP TRUSS J5 J3 J1 A/ Jl J3 J5 J7 J7 1' 3 5' 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS 3) 16d TOENAILS 2.12 12 W2X4 TO4.24 I W2X5 I i W3X4 OR SIMPSON 3/4" _ THJA26 9-10-13 OVER 2 SUPPORTS R=652a, SY=3.50" HIPJACK I ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACES WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AN BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD A N j'•. C LL 30 MAX PSF DL 15 MAX PSF REF 7' STBK CS DATE' 06/25/99SMYIHLUMBERCO. SHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. F Cq10G •• ii DRWG CS7SBK3A0699ROOFTRUSSDIVISION IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN Bl L 10 PSF ENG SJP/KAR2722SOUTHAPOPKABLVD. CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH - NO.42704 1 ,L 0 PSF APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEAMERCANFORESTANDPAPERASSOCIATION) j407-299-1522 AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF OT= LD. 55 MAX PSF FAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITIONCONNECTORSPER STATE O F: FA C. 1.33 PROFESSIONALENGINEERING. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY A A - CERTIFIC/TE OF AUTHORIZATION #9218ITABITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANPARTI 1-I995 SECTION 2. O / O ACING SEE ABOVE P CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED IV -HEN 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 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579.640 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, \ INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED \\\\\ `` / / TC LL PSF REF CLB SUBST. BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR `\d` `V .^""F'C'•• F / SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` •G •,• ySMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. \ MPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE BCL DL PSF DRWG BRCLBSUB0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE .RESPONSIBLE FOR ANY DEVIATION FROM THIS _ NO. 427042722SOUTHAPOPKABLVD. DESIGN] ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _C LL PSF' -ENG MLH/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH _ APOPKA. 32703 AMRCABLE PROVISIONS NATIONAL DESIGN SPECIFICATION PUBLISHED • TO' LD. PSF 407-2991522 EICANFORESTGADPAPER ASSOCIATION) ANDTPI. CONNECTORSARE MADE OF 20GA ASTM A653 GR40 ALVSTEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER YQ •, STATE OF - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FAC. PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i •• CER77FlC 7E OF AUTHORRA710N p9210SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE j ., 0 Rp 1O PACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. /i ii ir I 0 J- FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: NMH1979 - #1979 Builder: MORRISON HOMES Address: Permitting Office: City, State: A'2/040K lbPermit Number: Owner: Jurisdiction Number: Climate Zone: Central I 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 40.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1979 ft2 N/A A,, 7. Glass area & type a. Clear - single pane 290.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.00 _ j d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Vap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1371.0 fe _ EF: 0.88 _ b. Frame, Wood, Adjacent R=11.0, 374.0 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, 1979.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/ Floor Area: 0.15 Total as -built points: 29249 PASS Totalbasepoints: 29986 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 02 I hereby certify that this build' g, s esigned, is in compliance with the Florid r Code. OWNER/ AGENT: DATE: Review of the plans and ,t9E sT specifications covered by this y0 = Argo calculation indicates compliance with the Florida Energy Code. Before construction is completed I a° this building will be inspected for compliance with Section 553.908 Florida Statutes. COD WEB BUILDING OFFICIALiNS REVIE DATE: CITY OF SANFORD EnergyGauge® ( Version: FLRCSB v3.2) FORM 60OA-2001 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 1979.0 25.78 9183.4 Single, Clear NE 1.0 6.5 32.0 43.65 0.98 1367.0 Single, Clear NE 6.5 7.5 7.0 43.65 0.62 188.6 Single, Clear NE 6.5 14.0 33.0 43.65 0.78 1124.7 Single, Clear SE 1.0 6.0 46.0 56.64 0.97 2516.7 Single, Clear SE 16.5 6.0 16.0 56.64 0.41 368.6 Single, Clear SW 8.0 9.0 64.0 52.82 0.54 1816.2 Single, Clear SW 1.0 6.0 24.0 52.82 0.96 1223.3 Single, Clear SW 1.0 5.0 20.0 52.82 0.94 990.6 Single, Clear NW 1.0 6.0 48.0 37.74 0.97 1762.3 As -Built Total: 290.0 11358.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 374.0 0.70 261.8 Concrete, Int Insul, Exterior 4.2 1371.0 1.16 1590.4 Exterior 1371.0 1.90 2604.9 Frame, Wood, Adjacent 11.0 374.0 0.70 261.8 Base Total: 1745.0 2866.7 As -Built Total: 1745.0 1852.2 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 1979.0 2.13 4215.3 Under Attic 30.0 1979.0 2.13 X 1.00 4215.3 Base Total: 1979.0 4215.3 As -Built Total: 1979.0 4215.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 220.0(p) 31.8 6996.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 31.90 7018.0 Raised 0.0 0.00 0.0 Base Total: 6996.0 As -Built Total: 220.0 7018.0 INFILTRATION Area X BSPM Points Area X SPM = Points 1979.0 14.31 28319.5 1979.0 14.31 28319.5 EnergyGauge@ DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37617.6 Summer As -Built Points: 38770.1 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38770.1 1.000 1.087 x 1.150 x 1.00) 0.284 1.000 13772.0 37617.6 0.4266 16047.7 38770.1 1.00 1.250 0.284 1.000 13772.0 EnergyGaugelm DCA Form 60OA-2001 EnergyGauge®/FIaRE52001 FLRCSB Q.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1979.0 5.86 2087.4 Single, Clear NE 1.0 6.5 32.0 12.00 1.00 384.1 Single, Clear NE 6.5 7.5 7.0 12.00 1.00 84.1 Single, Clear NE 6.5 14.0 33.0 12.00 1.00 396.3 Single, Clear SE 1.0 6.0 46.0 8.34 1.02 391.8 Single, Clear SE 16.5 6.0 16.0 8.34 1.94 258.7 Single, Clear SW 8.0 9.0 64.0 . 9.22 1.29 762.9 Single, Clear SW 1.0 6.0 24.0 9.22 1.01 223.5 Single, Clear SW 1.0 5.0 20.0 9.22 1.02 187.7 Single, Clear NW 1.0 6.0 48.0 12.23 1.00 585.9 As -Built Total: 290.0 3275.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 374.0 1.80 673.2 Concrete, Int Insul, Exterior 4.2 1371.0 3.26 4469.5 Exterior 1371.0 2.00 2742.0 Frame, Wood, Adjacent 11.0 374.0 1.80 673.2 Base Total: 1745.0 3415.2 As -Built Total: 1745.0 5142.7 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 1979.0 0.64 1266.6 Under Attic 30.0 1979.0 0.64 X 1.00 1266.6 Base Total: 1979.0 1266.6 As -Built Total: 1979.0 1266.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 220.0(p) 1.9 418.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 2.50 550.0 Raised 0.0 0.00 0.0 Base Total: 418.0 As -Built Total: 220.0 550.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1979.0 0.28 554.1 1979.0 -0.28 554.1 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5869.1 Winter As -Built Points: 9786.3 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) 9786.3 1.000 1.078 x 1.160 x 1.00) 0.427 1.000 5220.8 5869.1 0.6274 3682.3 1 9786.3 1.00 1.250 0.427 1.000 5220.8 EnergyGaugeT"'" DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 40.0 0.88 4 1.00 2564.00 1.00 10256.0 As -Built Total: 10256.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16048 3682 10256 29986 1 13772 5221 10256 29249 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 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 606A .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.) 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 s ENERGY PERFORMANCEtitOR-.E LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.8 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 ofBedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 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. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 4 _ b. N/A Yes _ 1979 ft2 c. N/A 290.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 220.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=4.2, 1371.0 ftZ _ R=11.0, 374.0 ft2 _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 1979.0 ft2 _ 15. HVAC credits 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: 40.0 kBtu/hr SEER:12.00 _ Cap: 42.0 kBtu/hr _ HSPF: 8.00 Cap: 40.0 gallons _ EF: 0.88 ZHE STq? O t+ y y 4 f COD 4 WE NOTE.- The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTMdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1979.bld For: MORRISON HOMES By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 3 8 Deg F Inside db: 70 Deg F Design TD: 32 Deg F HEATING SUMMARY 10-14-97 Job # PLAN 1979 Wthr Orlando AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Dec, F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 38803 Btuh Structure 2 9 3 2 5 Btuh Ventilation Air 0 CFM Ventilation 990 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3 .0 Deg F Design Heat Load 38803 Btuh Use Mfg. Data n Rate/Swing Mult. 1.00 INFILTRATION Total Sens Equip Load 30315 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 13 8 0 Btuh Ventilation 1496 Btuh HEATING COOLING Infiltration 3688 Btuh Area (sq.ft.) 1979 1979 Tot Latent Equip Load 6564 Btuh Volume (cu.ft.) 18453 18453 Air Changes/Hour 0.8 0.4 , Total Equip Load 36879 Btuh Equivalent CFM 247 123 r HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANS Model Model Type Type Efficiency / HSPF 7.30 COP/EER/SEER 10.00 Heating Input 0 Btuh Sensible Cooling 111500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 41500 Btuh Actual Heating Fan 1400 CFM Actual Cooling Fan 1400 CFM Htg Air Flow Factor 0.036 CFM/Btuh Clg Air Flow Factor 0.048 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: V 1 3.0.12 S/N l 0 315 Printout certified by ACCA to meet all requirements of Manual Form J t RIGHT-J CALCULATIONPROCEDURESA, B, C, D Job #: PLAN 1979 File name: 1979.bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0.8 AC/HR x 13453 Cu.Ft. x 0.0167 = 247 CFM 2. Winter Infiltration Btuh 1.1 x 247 CFM x 32 Winter TD = 8678 Btuh 3. Winter Infiltration HTM 8 6 7 8 Btuh / 306 Total Window = 28.4 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0. 4 AC/HR x 18 4 5 3 Cu.Ft. x 0.0167 = 123 CFM 2. Summer Infiltration Btuh 1.1 x 123 CFM x 18 Summer TD = 2441 Btuh 3. Summer Infiltration HTM 2441 Btuh / 306 Total Window = 8.0 HTM and Door Area Procedure C - Latent Infiltration Cain 0.68 x 44 gr.diff. x 123 CFM = 3688 Btuh Procedure D - Equipment Sizing Loads 10-14-97 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 5 0 Vent. CFM x 18 Summer TD = 9 9 0 Btuh Sensible Load for Structure (Line 19) + 29325 Btuh Sum of Ventilation and Structure Loads = 3 03 15 Btuh Rating and Temperature Swing Multiplier x 1.0 0 RSM Equipment Sizing Load - Sensible -`- 30315 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff = 1496 Btuh Internal Loads = 230 x 6 No. People 13 8 0 Btuh Infiltration Load From Procedure C + 3688 Btuh Equipment Sizing Load - Latent = 6564 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 SIN 10315 Printout certified by ACCA to meet all requirements of Manual Form J 0 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 eW, 1V1H1VU:IL J. /UI LU. -11- , . - - -1 1v.11.1 I Name of Room Entire House FOY LIV/DIN KIT 2 Running Ft. Exposed Wall 201 .0 Ft. 11. 0 Ft. 43. 0 Ft. to . o Ft. 3 Room Dimensions, Ft. ( 0 . 0 t. 7.0 x 8. o Ft. 16.0 x 21. o Ft. 16.0 x to . o Ft. 4 Ceiings, Ft Condit. Option 9.3 heat/cool d 10.0 heat/cool 9.4 heat/cool 9.4 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Cl- Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 1564 70 338 94 Exposed b 13C 3.2 1.2 331 40 66 0 Walls and c 0.0 0.0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0.0 0.0 0 s sss 0 ss 0 o ss sss e f 0.0 0.0 0 s s*s 0 s s* 0 ss* s** 0 ss** s*s* 6 Windows and a 1C 37.0 191 7059 8 296 55 2033 0 0 Glass Doors b 8C 37.0 64 2365 0 0 0 0 0 0 Heating c 9C 38.7 33 1278 33 1278 0 0 0 0 d 0.0 0 0**** 0 0**** 0 0**** 0 0**** e 0.0 0 0**** 0 0**** 0 o**** 0 0**** f 0.0 0 0**** 0 0**** 0 0**** 0 0**** 7 Windows and North 26.1 32 821 14 441 5 110 0 0 Glass Doors NE/NW 41.0 167 6847 0 0 23 943 0 0 Cooling E/W 0.0 0**** 0 0**** 0 0**** 0 0**** 0 SE/SW 57.7 89 5161 27 2089 27 1323 0 0 SouthSot o.0 0**** 0 0**"* 0 0**** OI 0**** 0 0.0 0**** 0 0**** 0 0**** 0 0**** o 8 Other doors a 11A 18.9 12.71 16 340 229 0 0 0 0 0 C 0 0 0 b I 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1276 5861 2628 29 134 60 283 1304 583 94 433 194 Exposed b 13C 3.2 1.2 313 986 366 40 126 47 66 208 77 0 0 0 Walls and. c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 0. 0 0. o 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0- 0 10 Ceilings a 16D 1.7 2.2 2051 3478 4161 56 95 125 331 170 748 160 271 311 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 201 5210 0 11 285 0 43 1115 C 10 2591 0 b o.o o.o 0 0 0 0 0 o a o 0 0 0 0 c 0.0 0.0I 0 0 0 0 o 0 0 0 0 0 0 0 12 Infiltration a 28.9 8.0 306 8678 2441 41 1163 327 55 1560 439 0 0 0 13 Subtot Btuh Loss=6+8."+11+12 35275 3376 6789 964 14 Duct Btuh Loss 10° 3528 100 338 100 679 100 96 15 Total Btuh Loss = 13+14 38803 3713 7468 1060 16 Int. Gains: People @ 300 6 1800 0 0 1 300 0 0 Appl. @ 1200 2 1800 0 0 0 0 1 1200 17 Subtot RSH Gain=7+8.+12+16 26659 3088 4522 1750 18 Duct Btuh Gain 100 2666 100 309 100 452 10° 175' 19 Total RSH Gain=(17+18)*PLF 1.00 29325 1.00 3397 1.00 4975 1.00 1925 20I CFM Air Required I **** I 14001 1400 I 1341 1621 I 2691 237I I 38I 92 Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 1VUUN UhL J. 1ul Gu. .J.U.1L 1v.J J 1 Name of Room NOOK FAM MBR MBTH 2 Running Ft. Exposed Wall 9. 0 Ft. 31. o Ft. 19.0 Ft. 21. o Ft. 3 Room Dimensions, Ft. I 14.0 x 9. 0 Ft. 16.0 x 16. 0 Ft. 13.0 x 28.0 Ft. 12. 0 x 11. o Ft. 4 Ceiings, Ft Condit. Option 9.4 heat/cool 9.4 heat/cool 9.4 heat/cool 9.4 heat/cool TYPE OF CS HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Cl- 5 Gross a 14B 4.6 2.1 85 291 179 197 Exposed b 13C 3.2 1.2 0 0 0 0 Walls and c 0.0 0.0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0.00.0 p0o.0Hf 0.0 0 o o o 6 Windows and a 1C 37.0 23 650 0 0 40 147E 17 628 Glass Doors b BC 37.0 0 0 69 2365 0 0 0 0 Heating c 9C 38.7 0 0**** 0 0**** 0 0**** 0 0**** d 0.0 0 0**** 0 0**** o o**** 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 26.1 0 0 0 0 0 0 0 0 Glass Doors NE/NW 41.0 23 943 64 2624 40 1640 17 697 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 57.7 0**** 0 0**** 0 0**** 0 0**** I 0 South 0.0 0**** 0 0**** 0 0**** 0 0**** 0 Horz 0.0 0**** 0 0**** 0 0**** 0 0**** 0 8 Other doors a JJ A 18.9 12.7 0 0 0 0 0 0 0 01 0 0 0 0 b I 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 62 284 127 227 1048 461 119 639 285 180 831 371 Exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 Wails and . c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 oI Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 01 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 126 214 280 256 434 570 364 617 910 132 224 294 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 9. 233 0 31 804 0 19 492 0 21 544 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration 28.4 8.0 23 652 183 64 1815 510 40 1134. 319 17 482 136 a 13 Subtot Btuh Loss=6+8.+11+12 2233 6466 4361 2710 14 Duet Btuh Loss 10° 223 100 647 100 436 10° 271 15 Total Btuh Loss = 13+14 2456 7113 4797 2981 16 Int. Gains: People @ 300 0 0 4 1200 1 300 0 0 Appl. @ 1200 0**** 0 0**** 0 0**** 0 0**** 0 17 Subtot RS H Gain=7+8.+12+16 1534 5373 3355 1498 18 Duct Btuh Gain 100 153 100 537 100 335 100 150 19 Total RSH Gain=(17+18)*PLF 1.00 1687 1.00 5910 1.00 3690 1.00 1648! 201 CFM Air Required I **** 891 Sll 1 2571 282I I 1731 176I I 1081 79 Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 c NT, 1V1fi1N UHL J. /UI GU. c U-i-1. .1. U.-1 lU i 1 Name of Room BR4 BR3 BTH2 BR2 2 Running Ft. Exposed Wall lo. o Ft. 13. o Ft. 0.0 Ft. 28 . o Ft. 3 Room Dimensions, Ft. ( 12. 0 x 10 . o Ft. 12.0 x 13.0 Ft. 15.0 x 9. o Ft. 14.0 x 10. 0 Ft. 4 Ceiings, Ft Condit. Option 9.4 heat/cool 9.4 heat/cool 8.0 heat/coo- 9.4 heat/cool TYPE OF CS HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE N0. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 94 122 0 94 Exposed b 13C 3.2 1.2 0 0 0 169 Walls and c 0.0 0.0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a iC 37.0 16 591 16 591 0 0 16 591 Glass Doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0**** 0 0**** 0 0**** 0 0**** d 0.0 0 0**** 0 0**** 0 0**** 0 0**** 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 26.1 4 90 4 90 0 0 4 90 Glass Doors NE/NW 41.0 0**** 0 0**** 0 0**** 0 0**** o Cooling E/W 0.0 0**** 0 0**** 0 0**** 0 0**** 0 SE/SW 57.7 12 583 12 583 0 0 12 583 SouthSot 0.0 0**** 0 0**** 0 0**** 001 0 0**** 0 I 0.0 0 0 0 o 0 0 o 8 Other doors a 11AI 18.9 12.7 0 0 0 0 0 OI 0 0 0 0 0 0 b I o.o o.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 78 359 161 106 489 219 0 0 0 78 359 161 Exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 10`9 532 198 Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 0. o o. 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 120 204 267 156 215 147 135 229 301 140 237 312 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 10 259 0 13 337 0 0 0 0 28 726 0 o.0 o.0 0 0 0 0 0 0 0 0l o a o 0 c b 0.0 0.0 0 0 0 0 0 0 0 0 o ql 0 0 12 Infiltration a 28.4 8.0 16 454 128 16 454 128I 0 0 0 16 454 128 13 Subtot Btuh Loss=6+8..+11+12 1867 2136 229 2900 14 Duct Btuh Loss 100 187 100 214 1 el 23 1 0°1 290 15 Total Btuh Loss = 13+14 2054 2350 252 3190 16 Int. Gains: People @ 300 0 0 0 0 0 0 0 0 APPI• 1200 0**** 0 0**** 0 0**** 0 0**** 0 17 Subtot RSH Gain=7+8..+12+16 1229 13'07 301 1471 18 Duct Btuh Gain 10° 123 100/ 137 100 30 100 147' 19 Total RSH Gain=(17+18)*PLF 1.00 1351 1.00 1503 1.00 331 1.00 1618 201 CFM Air Required I **** 741 651 I 85I 2) **** I 9I 16I I 115I 17 Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 r a n ri-vm T. Name of Room oTIL 2131 Running Ft. Exposed Wall 6. 0 Ft. Ft. Ft. Ft. Room Dimensions, Ft. ( 10. o x 7 . o Ft. x Ft. x Ft. x Ft. 4 Ceiings, Ft Condit. Option 9.4 heat/cool TYPE OF CS HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 0 Exposed b 13C 3.2 1.2 56 Walls and c 0.0 0.0 0 sss ssss ssss sss ssss ssss s*ss sss* Partitions d 0.0 0.0 0 ssss ssss ssss ssss ssss ssss sss ssss 0.0 O.o o jejf I 0.0 0.0 o ssss ssss ssss ssss ssss ssss ssss ssss 6 Windows and a 1C 37.0 0 0 Glass Doors b $C 37.0 0 0 x** Heating c 9C 38.7 0 0 d 0.0 0 o ssss ssss ssss ssss e o.0 0 o ssss ssss ss ssss f 0.0 0 o ssss ssss ssss ssss 7 Windows and North 26.1 0 0 Glass Doors NE/NW 41.0 0 o Cooling E/W 0.0 0 0 SE/SW 57.7 0 ssss o ss ssss sss* South o.o o o Hon 0.0 0 o ssss ssss sss 8 Other doors I a 11A 18.9 12.7 18 340 229 b I o.o o.o 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 Exposed b 13C 3.2 1.20. 30 1200 40Wallsand00. 0 I Partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2.2 70 119 156 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 11 Floors a 22AII 25.9 0.0 6 156 0 o.o If o.o 0 0 0 c b 0.0 0.0 0 0 0 12 Infiltration a 28.4 8.0 18 510 144 13 Subtot Btuh Loss=6+8.+11+12 1244 14 Duct Btuh Loss 10° 129 15 Total Btuh Loss = 13+14 1369 16 Int. Gains: People @ 300 0 Appl. @ 1200 1 600 17 Subtot RSH Gain=7+8..+12+16 1173 18 Duct Btuh Gain 10° 117 o ssss 19 Total RSH Gain=(17+18)*PLF 1.00 1291 201 CFM Air Required I **** I 491 621 I I I **** I I I **** Printout certified by ACCA to meet all requirements of Manual J Form l i MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA Job #: PLAN 1979 File name: 1979.bld 10-14-97 W S D W G L S S 0 N A S 0 0 W C W S N K I A L 0 T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L 0 X Y T, M R R FOY a n sw a c n n n y 1 90 1.0 6.0 5.0 2.3 78.0 8.0 8.0 c n sw a c n n n y 1 90 1.0 6.0 8.5 6.8 78.0 33.0 6.2 LIV/DIN a n sw a c n n d y 1 90 1.0 1.4 1.5 5.0 49.0 32.0 5.0 a n nw a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 23.0 0.0 KIT NOOK a n nw a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 23.0 0.0 FAM b n ne a c n n d y 1 90 1.0 11.0 1.0 8.0 41.0 64.0 0.0 MBR a n nw a c n n d y 1 90 1.0 15.5 1.0 5.0 41.0 16.0 0.0 a n ne a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 24.0 0.0 MBTH a n ne a c n n d y 1 90 1.0 1.4 1.0 4.1 41.0 17.0 0.0 BR4 a n se a c n n d y 1 90 1.0 1.4 1.0 5.0 49.0 16.0 4.1 BR3 a n se a c n n d y 1 90 1.0 1.4 1.0 5.0 49.0 16.0 4.1 BTH2 BR2 a- n se- a c n n d y 1 90 1.0 1.4 1.0 5.0 49.0 16.0 4.1. UTIL 1 . I /- I L16HT W/ OPry'-1'. 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I 1 ti i: I 1 J I' It -F.- NO IoxLo 1!p i;, vEv-r -T T 5TA 1,4x5,' 3Co S pp J K 2/A X I [j 5,17CNED LIGHT W \\ \ IN ATTIC 20 x T i BWt i.• jE E, GARAGE CA IAx S 1 vjc ) LIvING Fd t A . I I 070 Fi I I 4FI 1 I ENTRY \ I I I I ZIG PLAN- `v` C 1ou I P-I ram- -v H P SCALE 1/4 I 0 A' 6HOUN 3a5 ru vE s-r To C2ooFGdP frt2 r:R0s:;'4' S'L: RM G SHIM AS REO'D ONE BY WOOD SEE NOTES) BUCK BY OTHERS BUCK WIDTH 1 1/4- MIN. INS7ALLATIOH ANCHOR EMBEDMENT ONE BY ODD 3/T6- DIA. TAPCON — SHIM AS RED'D BUCK BY O" "ER OW1.1 1/4' SHIM I (SEE NOTES) FLANGE TYPE SPACE MAX. CAULK -BETWEEN WINDOW CAULK BETWEEN WINDOW FRAME FLANGE h W000 BUCK -W000 BUCK 6: JAMB G CONCRETE MASONRY OPENING _ OR MASONRY CONCRETE OR BY OTHERS OPENING MASONRY OPENING - - - BY OTHERS BY OTHERS d a ANCHOR TIONE%TERIOR I i/4' MIN. J/16- DIA BY OTHERS ' EMBEDMENT C TAPCON SHOWN PERIMETER CAULK BY OTHERS - CAULK BETWEEN WOOD BUCK k PERIMETER CAULK " WINDOW WIDTH MASY OPENING BY OTHERS 1/4' SHIM BY OTHERS SPACE MAX. EXIEBLOB CAULK BETWEEN EXTERIOR WINDOW FLANG FINISH FLANGE TYPE T WOOD BUCK BY OTHERS WINDOW FRAME SECTION. L HEADER WINDOW WTH. EXIERI B WINDOWACAULK BUCK - D EHEIGHTHEIGHT FLANGE TYPESTOOL WINDOW FRAMTHERS SILL WINDOW HGT. F " G PERIMETER CAU BY OTHERS HDOWFLANGE X PRECAST SILL WITH VULKEM ELEyAT.1ONPRECASRSILL116ADHESIVECAULKORBY OTHERS APPROVED EQUAL VIEWED FROM EXTERIOR SECTION1C N R4( FINOTES, 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 k JAMBS SILL MUST BE ATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVEDEQUAL 4) APPLICATION OF VLILKIM 116 ADHESIVE CAULK. AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS - 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS 15 ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO Z j—dZ THE1540INSULATINGGLASSSINGLEHUNGSERIES. F.ATPREPARED BY: PROF CM- VTrFtk L FLldEUD A` yH, rCFil9NUltiCt, lJL'LER1 H'.il1:C t Cr P-NERAJ. A!. UrT/A) UM 1V, A RTF.TL£ FIT,F it -:2) COMPARATIVE ANALYSIS TION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE W10TH/HOGHT EXTERIOR INTERIOR HEAD JAMBS 12 19 1/8 X 26 99 99 B F,C 13 19 1/6 X 38 3/B 78 78 B F,G 14 19 1/8 X 50 5/6 59 59 B F,G 14+ 4 19 1/8 X 54 5/6 54 54 B F,C 14+ 5 19 1/5 X 55 5/5 52 52 B F.G 15 19 1/4 X 63 45 45 B F,G 16 19 t X 72 40 40 F.G 1H2 26 1/2 % 6 B 1H3 28 1/2 X 38 3/6 51 51 B F. iH4 26 1/2 X 50 5/6 44 44 B F,G 1H4+ 4 26 1/2 X 54 8/6 42 42 B F,G 1N4+ 5 26 1/2 X 55 5/8 41 41 B F,G INS 25 1/2 X 63 40 40 B F.G IH6 26 1 X 72 40 40 FG 30X2 - 36 1h x 26 55 55 B F,G 3OX3 30 112 X 36 3/4 44 44 B F,C 3OX4 30 1/2 X 50 8/6. 40 40 B F,G3OX4+ 4 30 1/2 X 54 5/6 40 40 B F,G3OX4+ 5 30 1/2 X 55 5A 40 40 B F,G3OX5 30 1/2 X 63 40 40 B F.G X6 40 40 I 22 x 26 51 23 37 X 36 3/e 40 40 24 37 X 50 5/6 40 40 24+ 4 37 X 54 5/6 40 40 24+ 537 X 55 3/0 40 40 25 37 X 63 40 40 H,I6q.F:G:H:i 37 X 72 40 40H I4828 4Bx26464548 X 38 3/040 40 4850 48 X 50 3/0 40 40 G484+448X545/6 40 40 H,I484+548X55 &A 40 40 B H,i 4863 M17748 X 53 48 X 72 40 to40 40B RF,C,H,I 32 53 1/1 X 26 45 4S B F,G 33 53 1/6 X 36 3/1 40 40 34 53 t/6 X SO 3/3 40 40 B F,C,H,I 34+ 4 53 1/0 X 54 5/5 40 40 B F,G,H,134+ 5 53 1/9 X 55 5/6 40 40 B F.G.H. 35 53 1/8 X 63 40 40 B F,G,H,I 36 53 t X 72 40 40 B. F G H 1 1) iE 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15x OF DESIGN LOAD APPLR:S, POSITIVE DESIGN LOADS 1WU. BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) IN FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/18' DIA TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL jS SCREWS OF SUFFIGENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. 5) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT URGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO-D. 1001 W. GabT Rd. • W .MM TX 75M • P.O. Box 64022 • D9tla . TX 96: nwooi3wPnaH ASSEMBLY DRAWING SERIES1440/1540 TOL SINGLE HUNG WINDOW TECHNOLO4 CORP., 250 INTERNATIONAL PKY.. SUITE 254 H1AlTHROW, 1 10/26/01 1 b I GEN-0012 32748 PHONE 4D7 605-0365 FAX 407 805-0350 a CAULK BETWEEN WOOD INSTALLATION ANCHOR - BUCK & MASONRT 3/16' DIA. TAPCONOPENINGBYOTHERS BUCK WIDTH 1/i MAX - SHIM SPACE SHIM AS REO'DONEBrWOODCONCRETEOR (SEE NOTES) I-t, AIN, BUCK BY OTHERS MASONRY OPENING EMBEDMENT Br OTHERS SHIM AS REDD. FLANGE TYPE WINDOW FRAME CAULK BETWEEN CAULK BETWEEN ( SEE NOTES) JAMB Q WOOD BUCK & WINDOW FLANGE C MAS'Y OPENING By OTHERS WOOD BUCK GLAZING Q 1-1/4 MIN. INSTALLATION ANCHOR Q EMBEDMENT 3/16- DIA. TAPCON 1/4' MAX. - Q ONE BY WOOD SHIM. SPACE BUCK BY OTHERSEXTERIOR CAULK BETWEEN PERIMETER CAULK WINDOW FLANGE BY OTHERS WOOD BUCKSTUCCO -7 BY OTHERS WNDOW WIDTH CONCRETE OR MASONRY PERIMETER CAULK OPENING BY OTHERS FLANGE TYPE BY OTHERS WINDOW FRAME SECTION 2 ,TUCCO By OTHERS 5a COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCOti ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 X EO 40 59 C O.EF,G t2. z i2 40 56 C D.EF.G 16 X 16 40 106 C H,I 24 x 16 40 69 A,B nJ 24 X 24 40 55 A.8 F,C 24 X 30 40 AS A.B F,G 24 X 36 40 A.B F.0 24 X 48 40 00 A.8 D.E F,G 24 X 60 O 40 B O.E F,G 24 X 72 40 40' A.B D.EF,G 32 X 48 40 40 AA.8 D.EF,G 36 X 2A 40 40 A. D.E.F.G 36 X 48 a0 40 A.13 D.EF., 36 X 72 40 40 A,8 E.'. EF,G 48 X 24 40 40 A.B B,E.F,G 48 X 48 40 40 A.B O.E.F,G 48 X 60 40 40 A.B O.E F,G 64 x 24 40 40 A.8 F,C 72 X 38 40 40 A.8 F.G 72 X 60 40 40 A•B C.EF.G 73'X ,B 40 40 A,B n,I HEADER CENTRAL FLORIDA B. ®. A. F. GLAZING BUCK WINDOW HEIGHT WTH MANUFACTURER NAME: WINDOWHEIGHT EXTERIOR I i PERIMETER CAULK BY OTHERS 0 4 PRE -CAST SILL BY OTHERS FLANGE TYPE WINDOW FRAME SILL AM l 6NGG iAL AWrltIN0rl A C 3 GENERAL NOTES: MASTER FILE 1J SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE D E SHIM STACK TO BE 1/4 . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. . 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 ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN WINDOW LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. HOT. H / - ! 8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL We SCREWS OF SUFFICIENT LENGTHTOPROVIDE 3/4_ MIN. EMBEDMENT INTO WOOD BUCK ATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC_ES ARE NOT PRESU.T, 8 SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS & -MAX. 24- O.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITr LISTED MTH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D, 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1550 SERIES. F 4tG MARBLE SILL STOOL BY OTHERS CAULK BETWEEN vnNDOW FLANGE PRECAST SILL W1 TH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR DATE I S*M 1001 W. Crosby R& - Corrol8on, TX 75006 . P.O. hI, 819022 . Dallas, TX 75381 oAAWHc ocscA L— INSTALLATION. D:TAIL SERIES 1-150/1550 F_4NGE PW ox. An e. cH«o. a• s<qL I. . BBNA1, xxxx caa oAI: Ic.c ..uw.R SHEATHING BY OTHERS N8 INSTALATION ANCHOR SCREW SHOWN (TYP.) EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOV FRAME HEADER EXTERIOR FIN TYPE — WINDOW FRAME SILL PERIMETER. CAULK - BY OTHERS 8 SCREW INSTALATIONANCHORSHOWN TYP.) EXTERIORFINISH BY OTHERS SHEATHING 1. By OTHERS CAULK BETWEEN FIN SHIM AS REO'D. SHEATING SEE NOTES) 1 MIN' FIN TYPEEMBEDMENTWINDOW FRAME JAMB 2 X WOOD BY OTHERS I 11 SHIM AS REO'D. SEE NOTES) WINDoHEIGHT SILL STOOLBYOTHERS SHI SE XBY CAULK W NDOWSHEATH 1' MIN. EMBEDMENT , SECTION 1 8 INSTAEATION ANCHOR SCREW SHOWN (TYP.) 2 X WOOD BY OTHERS CAUL 'ETWEEN SHEX & FIN 6Y 0.._HS 1' MIN. EMBEDMENT r Ts \ SHEATHING Br OTHERS f— WINDOW WADTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS W SECTION 2 WINDOW WTH-7 _ ANCHOR (TYP.) O O 0]O OCf p p `) 24' O.C. / MAX. (TYP.) O O WINDOW EOUALLY SPACE ANCHORS (TYP.) HGT: 0 0 O / O M AS REO'D. O E NOTES) 0 `O O. 0 O 6' MA%. (TYP.) WOODOTHER$ 1 6MAX. (TYP.) BETWEEN ING & ELEVATION VIEWED FROM EXTERIOR GA 3MANUFACTURERr3AAyH'- F_R A) c7n1TN UM - COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF A8 SCREWS NO. OF 0.090 DIA. NAILS SIZE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME WIDTH/HEIGHT INTERIOR HEAD SILL O EA. JAMB HEAD SILL O EA. JAMB 16 X 30 109 2 2 2 2 2 3 16 X 4D B3 2 2 3 2 2 3 t6 x 5016 % 60563 2 22 3 2 22 33 20 X 30 159 86 2 2 2 2 I 20 X 40 73 2 2 3 2 2 4 10 X 50 59 2 2 3 2 220X6048223224 28 X 30 57 2 2 2 28 X40 52 2 2 3 22 3 28 X 50 46 2 2 3- 2 2 4 X 4 4 2 2 2 4 30 X 30 52 52 2 2 2 2 2 2 30 X 40 49 49 2 2 3 2 2 3 30 X 50 43 43 2 2 3 2 2 4 30 X 60 O 40 2 2 3 2 2 4 38 X 30 41 41 2 1 38 X 40 a0 40 3 3 3 3 3 3 38 X 50 40 40 3 3 3 3 3 4 38 % 4 1 3 J 3 3 5 40 A 30 40 40 3 3 2 3 40 X 40 40 40 3 3 3 3 3 3 40 X 50 40 40 3 3 3 3 3 4 40 x 60 4 4 3 3 3 3 3 5- 7 4 4 41 4 1). SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY 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 DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING 0.090 IN. DIA NAILS OR N8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN, 1- EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH 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. 1007 W. Cms61 Rd. • C-oft., TX 75006. P.O. Ro. 619022.0.11os, T% 7! pR.WnG OLM:PiPIKM ASSEMBLY DRAWING SERIES 1140/1940 TDL SINGLE HUNG WINDOW BB NIA caa+ n..rt o.c +weu By . EGN — 11/o5/o1 B GEN-0013 SHEATHING BY OTHERS CAULK BEHIND FIN EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE - WINDOW FRAME HEADER GLAZING — SEE NOTES) EXTERIOR FIN TYPE FRAME Sh PERInETEI BY OTHER EXTERIORFINISHBYOTHER CAULK BE SHCATHIR_ BY OTHERS I' MIN, EMBEDMENT SECTION I WINDOW WIDTH- II4' MA%. HIM SPACE 2 x Br WOOD BY OTHERS SHIM AS RED'D. 2 x THERBYOTHER$ rIN TYPE WINDOW 8 INSTALLATION rRAHE JAMB ANCHOR SCREW I• MIN. SHIM AS REO'D. GLAZING EMBEDMENT SEE NOTES) a' MA%. SHIM SPACEI EX TERIUR PERIMETER CAULK BY OTHERS 08 INSTALLATION EXTERIOR ANCHOR SCREW FINISH CAULK BEHIND FIN BY OTHERS SECTION 2 SHEATHING BY OTHERS WINDOW WIDTH WINDOWHEIGHT o 24. O.C. MAXI (TYP.) J— o0 2 WINDOW / HEIGHT 7D. 0 0 t 6" MAX. (TYP.) —- -- va MAX. SHIM SPACE ELE V ATELE—LLEVATQ ICINSTALLATION VIEWED FROM EXTERIOR HOR SCREW X VOOD Y OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART WWINDOW DESIGN PRESSURE NCI. OF A8 SCREWS NO. OF 0.099 DIA. NAILS INCHES) CAPACITY IN PSF REQUIRED IN FRAME REQUIRED IN FRAME VIDTH/HEIGHT EXTERIOR INTERIOR HEAD L SILL 2 EA. JAMB HEAD L SILL B EA. JAM; 20 . 30 40 40 2 2 2 2 20 % 40 40 40 2 3 2 2 20 x 50 40 40 2 3 2 3 20 . 60 40 40 2 3 2 3 30 . 30 40 40 2 2 d 2 30 . 40 40 40 2 3 2 3 30 x 50 40 40 2 3. 2 3 30 . 60 0 40 2 2 4 46 x 30 40 40 3 2 40 X 40 40 40 3 3 3 3 40 X 50 40 40 3 3 3 4 40 X 60 40 40 3 33 5 50 . 30 1 40 10 3 2 4 2 50 x 40 40 40 3 3 4 3 50 x 50 a0 40 3 3 4 4 50 . 60 40 40 3 3 4 5 40 a0 4 CENTRAL FL®RMA\ R4®.A.F. XkNUFACTURER NAME: Eti/ERG A/ UMIN(/./1 MASTER FILE # NOTFS' 1) WHERE WATER RESISTANCE TEST REDUIREMENT OF 15X OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY VOQD STUDS USING LB SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN 1' EMBEDMENT INTO SUBSTRATE OR 0.099 IN. DIA. NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE QUANTITY LISTED WITH NEXT LARGER SIZE. 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS (TYP.) 5) WINDOW FRAME MATERIAL ALUMINUMALLOY6063. 6) USE LATEX CAULK BE MINDWINDOW FIN AT HEAD. SILL L JAMBS. Z) USE LATE% CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or WINDOW FLANGE. 81 GLASS THICKNESS MAY VARY PER REQUIREMENTS CIE ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO QUALIFIED, 9) GENERAL ALUMINUMS III)()SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6' MAX. (TIP.) CAULK BE7WEEN— WOOD BUCK L MASONRY OPENING BY 07HERS CAULK BETWEEN WINDOW FLANGE 1 WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK, By OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW Ex TER IOR HEIGHT ONE BY WOOD NONE. BUCK BT OTH[RS 1) SHIM AS RED D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM. MAY. ALLOWABLE SHIM STACK 70 BE 1/4. INSTALLATIDN ANCHOR 2) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063. 3/16' DIA. TAPCDN 3) USE LATEXCAULK BEHIND WINDOW FLANGE AT HEAD, SILL E[ JAMBS. A) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FLKNGE. SHIM A$ REO'D 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM [1300 GL15S CHARTS. SEE NO1[S) 6) DESIGN PRESSURE CAPACITY OF WINDOW L INSTALLATION IS LIMITED TE 40.0 PSF. 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING, USE 3/ 16- DIP. 7APCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROvIDE MIN. I-s/A' 1EMBEDMENTINTOSUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS L 24' D.C. MAX. BETvEEN. 1- 1/4• MIN. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. EMBEDMENT pBUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADCOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. S) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE DF THIS 1/ A' HA X. PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL COW IGURATIONS SHIN SPACE THAT CAN BE MANUFACTURED FRDM THE 1450/1550 SERIES DESIGNER FIKE WINDOW FRAMING SYSTEM. CENTRAL FLORIDA B.®.A_)F. MANUFACTURER Nam: G' ENERA'L ALUMIVUH 1MASTER FELE # L2 U- AIDt, IT YP. SEE NOTES) BUCK HEIGHTSHIN AS REO'D SEE NOTES) FLANGE TYPE WINDOW FRAME SILL YWOOD TPERCAV- K OTHERS BEY BY OTHERS \ 4 — 1/4' MAX. T HIM SPACC J Q Q EXTERIOR FINISHJaBYOTHERS1-1/ 4' CAULK BETWEENWINDOWFLANGEL WOOD BUCK MIN. EMBEDMENT CONCRETE DR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA. 7APCON Br OTHERS CAULK BE TVEEN VOOD BUCK L MASONRY OPENING BY OTHERS SECTION 1 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR j n7_ 7-- IX OW Wit HT HE BUCK WIDTH 1/•- HAC GA' HIM $PACE SHIM AS RED'D 1-1/4' HIM. 1SEE NOTESI EMBEDMENT FLANGE TYPECAULK BETWEEN WINDOW FRAM "E' IOD BUCK LJAMB MA S' r OPENING d BY OTHERS 0 r INSTALLATION ANCHOR IAZING 1111 SEENOt[S) 4 3/16' DIA. TAPCON ONE BY WOOD PERIMETER CAULK BUCK BY OTHERS BY OTHERS CAULK BETWEEN EXTERIOR FINISH WINDOWFLANGEBYOTHERSWOOD BUCK WINDOV VIDTH CONCRETE OR MASONRY OPENING SECTI N 2 BY OTHERS ELEVATION VIEWED FROM EXTERIOR 1001 W. Crosby RO.- Car 41m, TX 75006 • P.O. Bos 819022 • Dallas, TX 75581 INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW I T— s. C-1 11 sCALLc N/A BB I Iacna.,K c a DA s+IRE ISIDN B, I Ec" - 3/20/02 B I GEN-0025 SHEA :Mw: BY OTHER' CAULK 8 Ex TERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMEHE i:1N:LLrIJ FIN TYPEFRAMESILL / PERIMETER CAULK J BY OTHERS 8 INSTALLATION J ANCHOR SCREW (TYP.) EXTERIOR FINISH — BY OTHERS CAULK BEHIND FIN - SHEATHING BY OTHERS LWN ITn- RS NSTALLATION NOR SCREW (TYP.) SHIM AS REO'D, SEE NOTES T/<- MAX. 1 SHIM SPACE NDOW HEIGHTI/X• MAX. SHIM SPACE SHIM AS REO'D, SEE NOTES 1' MIN. 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 NOTT 1) DESIGN PRESSURE CAa ACITY OF WINDOW a INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO By WOOD STUDS. USING O.C99 IN. DIA NAILS. PLACE .099 NAILS 6" FROM CORNERS MAX, k 8' O.C. MAX. BETWEEN, 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUCS. USING Ye SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I IN EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6' MAX. FROM CORNERS & 2A' CC. MAX. BETWEEN. A) SHIM AS REO'D. AD:ACE:.NT TOEACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/e-. . 5) WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL @ IAMBS. 7) USE LATEX CAULK FOR PERIMETER SEA -.AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 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 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 1100/7900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORIDAR• O• A. F. MANUFACTURER NAME: A J R,4n A4 OM ln/ / IM MASTER THE # k Z WINDOW rnOTH { SHIM SPACE SHIM AS REO'D. TWO 8Y FRAMING BY OTHERS FIN TYPE FRAME JAMB1' IN EMBEDMENT SHEATING BY OTHERS GLAZING (TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS xi 8 INSTALLATION ANCHOR SCREW ( TIP.) WIDTH D VAPERIMETERCAULK By OTHERS SECTION 2 i— WINDOW WIDTH 0 0 1 O O WINDOW O WINDOW 0 O O 0 ' HEIGHT / 1 HEIGHT Op 0 2 O O O O O O O 1 f3 ELEVATION ELEVATION VIEWED FROM EXTERIOR VIEWED FROM EXTERIOR 1001 K. Gosh Rd. • Carr011oa, T1 75W6 • P.O. hi 819022 • Wilas. TX 75331 ol..Wa IKu.rrKN FIN INSTALLATIONDETAIL DESIGNER SERIES 1100/1900 PICTURE WINDOW o+Z. a• .-I N /A caw c. a P.c NwacX f/ ZG GZ _A.E SYMIREVSIDN BY EC. _ 3/))/02 B GENCC:o CAULK BETWEEN WOOD BVCK &MASONRY OPENING BY OTHERS ONE BY WOOD BUCK T OTHERCAULKBETWEENWINDOW RANGE & w000 BUCK CONCRETE ORMASONRYOPENINNBYOTHER EXTERIOR FINISH BY OTHER / PERIMETER CAULK J BY OTHER FLANGE TYPE HEADDER FRAME OWHT EXTERIOR FLANGE TYPE WINOOW FRAMESILL PERIMETER CAULKBYOTHER ONE ByWOOD BUCK BY OTHER INSTALLATION ANCHOR 3/16" DIA. TAPCON BUCK WIDTH 1 11// MIN. EMBEDMENT SHIM AS REO'DIf FLANGE TYPE 1/4-SHIMSPACEMAX. {— SHIM AS REO'D. SEE NOTES) SEE NOTES) WINDOW FRAME JAMB 1 QQ I CONCRETE OR MASONRY OPENING a 1 7/4" MIN. 0 BY OTHER EMBEDMENT INSTALEATION ANCHOR 3/16" DIA. TAPCON PERIMETER CAULK QBTOTHERS _ CAULK BETWEEN 1/1 SHIM 1 W000 BUCK & SPACE MAX. WINDOW WIDTH MASONRY OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANS FINISHBYOTHERWOO4"BUCK BUCKHEIGHT SECTION 2 I ANCHOR (TTP.) H J K HI V, o 4r PRE CAST SILL BT OTHERS CAULK BETWEEN WINDOW FLANCE PRE CAST SILL WITH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALL OWAELE SHIM STACK TO BE 1/4- 21 WINDOW %RAME MATERIAU ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BEATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVED EOUAL 4) .APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTIR E1300 GLASS CHART SINGLE GLASS 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 CLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16" DIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVDE MIN.1-1/4 EMBEDMENT INTO SUBSTRATE A7T LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL ,I8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4MIN. EMBEDMENT INTO WOOD BUCK A7 ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D, 11) IF EXACT WINDOW SIZE IS NOT USIED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE DOW GHTB IGHTWINDOW 1 ELEVATION VIEWED FROM EXTERIOR D F 2 G a3- 7ti-oE- COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF EXTERIOR INTERIOR REO* D. IN FRAME 1MDTH/ HEIGHT HEAD JAMBS 24 x 12 40 110 H,K A,G 24 x 24 40 67 H,K A,G 24 x. 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H.K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 1 40 40 H,K A,B,F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K A,B,C,D,F,G CENTRAL FLORIDA B. €). A. F. MANUFACTURER NAME: L EnAg-PA-L .4L-i/rt7I-LVt7 MASTER FILE # 8 ALWyc„ 3/20/02 GE., 4.. nolr., rzcMAz• cw , .w ,rtA•.,KH.. ... a.rt I,c .K.,.+o+...o.+:. 1., 4 •-o.L t•ml as-c>o ••a aag 4a-cw SHEATHING CAULK BETWEEN FIN BY OTHER h SHEA^,NC I MIN iS SCREW 'NSTALATION 1 EMBEDMENT ANCHOR (TYP.) 2 X FRAMING EXTERICR. FINISH EY OTHERS BY OTHERS - ERIMET— CAULK 1/4- MAX. BY OTHER SHIM SPACE FIN TYPE VNDC,') 6HIM A$ REO'DFRAMEHEADERSEENOTES) WINDOW HEIGHT EXTERIOR FIN TYPEWINDOWFRAMESILL LL STOOL Y OTHER rSHEATHING 2 X FRAMING 1 BY OTHER BY OTHERS I CAULK BETWEEN S 1/4" MA%. I SHEATHING & FIN EE NOTES) D SHIM SPACE BY OTHERS FIN TYPE.- I'MIN. WINDOW FRAME 'EMBEDMENT JAMB — iI p8 SCREW INSTALATION ANCHOR (TYP.) VANDOw MADTH E%TER11 FINISH BY OTHERS XT RIO PERIMETER CAULK BY OTHERS SECTION 2 6"MAX.(TYP).— EQUALLY SPACE 6•• MAX.(TYP) ANCHORS (TYP. 0 HEAD, SILL, JAMBS) PERIMETER CAULK L 1/1 MA 8, OTHER SHIM SPACE p . SHIM AS REO'D ISCREW (SEE NOTES) y/INDOW IN \ IN$TALATION \ \ ANCHOR ( TYP.) 2 %FRAMING \ By OTHERS \ TER OR By O- ' YO-'TER$ '—CAULK BETWEEN HEIGHT WINDOW FIN & }1r7<r 1E 1G { REP - RING SHEATHING 10 2 'tA[i1NLLYZ.41,, FLV)BYLDA13.0.A.F. 3Y C-HER I" A11N, O EMBEDMENT SECTION 1 1 ACTURIER 1'4IA-ADE: GE.•, ERL NOTES: ANCHOR ( TYP.) • % L -4I1 V/11A1V4 2a" O.C. Z 1) SH :' AS REC'O. ADJACENT TO EACH INSTALLA-*-N ANCHOR WITH LOAD MAX'(TYP)' I MASTER 1 1 j Q• BEARING SHIM MAX. ALLOWABLE SHIM STAG TO 2E 1/4'. (Y 2) V: DOW FRAME MATERIAL ALLOY 6063 WINDOW WIGHT 3) U_E LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEALARC7ND EXTERIOR OF WINDOW ` FRAME. 5) GLASS THICKNESS MAY VARY PER THE REOUIFEMENTS OF ASTM E1300 ELEVATION SI\GLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 1•I •' P.O. M• 6190!!DatleA TE )5lel S./., ••• 6) DR+MNG APPLIES TO INSTALLATION OF FIN FRAME 'MNL`7WIN WOOD FRAME OPENING VIEWED FROM EXTERIOR'1• ••• -,.F, I001 W. [Imb! RdEvrtoR1.M1 III TSOOE vA TWO BY W000 STUDS USING 099 IN DIA NA:_S CR R8 SCREWS OF SUFFICIENT LE`.i-H i0 PRCVTOE MIN. EMBEDMENT INTO SUESTRA'E. INSTALLATION DRAWING WOOD FRAME STRUCTUE 7) IFE<ACT YANO=W SIZE IS NOT LISTED RT CHART, :SE +.<CHCR OUANTITY LISTED WITH URGER SIZE. SERIES 1130 /1980 MODIFIED HORIZONTAL SLIDER 8) GE'• ERAL ALUu.NUM'S 1150 SERIES HORIZONTALC.-_DER ;S SHOWN, THIS PRINT ALSC , / DRN C xD STALE AP= -:ESTOTr- 1980 INSULATING GLASS HCRIZON AI SLITTER SERIES. BB N/ A O-?— -- •.t0< P•w[IIDATE 0R. nUu9ER D+R I S• AEW4Cn BT I 03/II/02 I GEN-002' 14kq COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART VRNDOw SIZE DESIGN PRESSURE 8 SCREWS REO'D. 099 NABS REO'D. INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACR HEIGHT SILL JAMB I& I SILLJAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 . 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 1 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 1 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 INSTALLATION MULLION ANCHOR ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET — CENTRAL FLORIDA B.0. MANUFACTURER N ° 0 WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A -A u EXTERIOR ELEVATION DWG NO: GEN-0452 6A P MULLION i II I DIE NO. 1445 t II I I II I I It I I II I II I v INSTALLATION iR Fu E # 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE SECTION B- B 1— 7 /8"--I ANCHOR TYP.) i 4 v ° SEE NOTES 2 & #3 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/B" 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 N0. 1445 AREA: _ _ _ _ DRN: JS AVD: - - - - DATE: 3/1 % /02 WT/ FT: SCALE: MATL: - - - - DWG N0: GEN-0452 HALFPREPARED Sr. .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW, FLORIDA 32745 PHONE 407-605-0365 FAX 407-805-0368 5 k ; 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 "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 & 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. > WOW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497F 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCAT10N ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 8054M I FAX 407 805-0366 CA020122 FEB. 19, 2002 02-0217 4- rf GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #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 407 805-0365 I FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 DWG NO: 0451 MULLIUN ANCHOR } BRACKET INSTALLATION ANCHOR TYP.) WINDOW FRAME JAMB TYP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A- A MULLION ANCHOR BRACKET o v v a a 0 ri IMC`TO A TC VJLLION DIE NO. 1446 INSTALLATION ANCHOR TYP.) SEE NOTES a , ° 2 & #3 v i — 7 /R" MANUFACTURER EXTERIOR ELEVATION - MASTER FILE # 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. BY1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE GENERAL ALUMINUM CORP." SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: DRN: JS APRVD: ---- DATE :3/1SCREWSOFSUFFICIENTLTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. WT/FT: ---- SCALE: HALF MATL: — — — — DwG NO: G`n'—v'_=. r.r..en.., ci nem. t»i_ >..nu[ en]_Rm-nws FAX 4::7-Bri5-01.. SHEATHING BY OTHERS STUCCO J OR SIDING BY OTHERS PERIMETERCAULKBY OTHERS SHIM GS RE'D'D INSTALLATION ANCHCP. DOOR WIDTH I'AX. SHIM SPACE TWO BY WOOD SEE NOTES) -8 SCREW VF Em BY OTHERS CAULK BETWEEN DOCR FLANGE TWO 3Y 1000 SLIDING GLASS L SHEATHING BY OTHERS DOOR FRAME \\\ JAMB SLIDING GLASS DOOR r HOCK STRIP fT\ I (1 \ I \ 1 I SHIN SPACE va MAx. J-1' ram •. ii. o lDT4.- SLIDING GLASS Mop_ FRAME SILL r15 . ,/ iNSTALLATIGN ANCHOR AB SCREW TIC.BY WOOD BY OTHERS CAUL( SETWE_N HOCK STRIP L SHEATHING Iqf I I INSTALLATION ANCHOR L 1-1/8' HIM I-1/8' MIN. J RB SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS TYP.) DOOR FLANGEDOOR FLANGE L SHEATHING SLIDING GLASS DOOR FRAME HEAD SHEATHING BY OTHERS SHEATHING PERIMETER CAULK BY BY OTHERS TEMPERED GLASS OTHERS STUCCO (TYP.) STUCCO OR SIDINGTEMPEREDORSIDINGBYOTHERSGLASS (TYP.) BY OTHERS SLIDING GLASS DOOR INTERLOCK j DOOR II " EIGHT I SECTION B-B HOOK STRIP DETAIL D EM3EDMENT HOT, L1) DOOR AUTCRIAL .LWINUM ALLOT GC612) IS INSTALLATION SCRCVS MUST IE OF SUFFICIENT LENGTH TO ACHIEVE NIM EMBEDMENTOF1-1/8' INTO WOOD, TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OFSUFFICIENTLENGTHTOACHIEVEHIME41EDKOTOF1-1/4' INTO nASONRl GR CONCRETE b INSTALL ATI`iJN ANCHOR CHART ON BACK O! THIS &MEET. AI USE SILICOHIZED ACRTLIC CAULK BEHIND DOB) FLANGE AT HEAD L JAMIS. 3> USE SILICCNIZED ACRYLIC CAULX FOR PERIMETER SEAL AROUND EXTERIOR Cr CO(R.. 6) IF EXACT DCOR SIZE IS NOT LISTED IN .NCHm) [HART, USE ANCHOR QUANTITY LISTED WIN NEXTLARGERSIZE. FCR THE APPROPRIA lE DESIGN PRESSER[ RCO'D. T) FOR POCKET COOT( SIZES USE CLGSEST ITPASS DOOR SIZE L COWICURATIOM TO FINISHED OEMU4 PLACE INSTALLA7IOH ANCHOR S. IN FRONT OF WOK STRIP AS SHOWNB) GLASS THICKnE IS MAY WARY PER REWIREMENTS OF ASTH EI)OD GLASS CHARM9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. ID) JAMB / SILL CORHCRS ARE TO BE T ALED WITH A SNALL JOINT SEAM SEALERINSHIMASRE0-0. .i CA. SET CT INS. ALLATION ANCHORS. MAK ACLOWAiIE ININ STACK TO BE Ill. l2) ALL INS 7ALL.7ICN ANCHORS MUST BE N.DC (r CORROSION RESISTANT HATSi.I'S. 1)) WHERE •a' RE^RESENTS MOVING PANEL AND 9- REPRESENTSSCnTS FIRED IANGE-APPRGIEO CNFIGVRATICHS ARC AS LISTED CH ANCHOR CHART EN BACK OF THIS SME:1. 11) HOT ALL CGNFIGURATICMS LISTED .101E ARE SHOW. ON THIS DRAWING. MWEVER INSTALLATION EXTERIOR ELEVATION SECTIONS -A-A'. •1-1- L HOCK STRIP DETAIL APPLT TO INSTALLATION OF ALL APPR0IED D ` d A I-1/' HIM. COW IOURATICNS. GLASS i ) I 2 PANEL DOOR SHOWN IS) FLORIDA EXTRUDERS IDCD SRIES SLMWU DOOR I SWWrc THIS PRINT ALSO APP-:ES TO 20W SERIES AMD 300 SERIES. D I LIBERALLY APPLY EA(:LKiNG ENDER SELL .. pR SEi SILL. IN BEO INSTAL! AT ION-NC:iCR pF C NC;EiE 3/16' 01A. TA CON / SECTION A -A FE 12002 FS—CRIPTION.1 DATE I INI F L 0 R I D A INT. EXTRUDE RS SA.NFOPD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH `8 SCREWS DRAWN BY: S3 I APP?DVED BY: I j ATE: !2/i';Gi (SCALE: 'ITT IDWG-17LEMI-7 t -F = rlcrC.'. NCTES _ _ Lip NINC V/7sC _. L__ 3i1Cx USE SAME iC-Gr ,ii .i:_- E Rs FLORIDA INT. saNFGFD. IN. . SLIDING GLASS DCGR INSTALLA T iON 1T = SCR` JS RngCIVI!- EE N. S. 7:x CONCRETE OR SHIM AS RE'C'D MA—N-Y OPENING <SEE rFTES) By CTH.ERS CAULK BETWEEN DOOR FLANGE b WOO, BUCK _CAULK BETWEEN PERIMETER WOOD BLEK L C AIJL Y. Br HAS-Y. OPENING OTHERS- BY OTHERS ' n1STUCCO --7 v 4 j, v BY OTr:ERS INSTALLATION ANCHOR R8 SCREW (TYP, WHERE — TAPCONS ARE NOT REO'DJ SLIDING GLASS DOOR FRAME SILL D A f /• 1 O o i1J1 D INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR X8 SCREW (TYP. WHERE ONE BY WOOD TAPCONS ARE NOT RED'D.) BUCK BY OTHERS f' 1 1/4' MiN. I EMBEDMENT SLIDING GLASS D002 FRAME 1/4' MAX. JAMB rIC> I SHIM SPACE 1p I E SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT A 1) DOOR MATERIAL, ALUNIHUH ALLOY 6063. 2) TAPCO. TYPE INSTALLATION ANCHORS MUST 1C Of SIfFICICHI LCMGTH TO ACHIEVC MIN. ENBCDMCM7 or 1 INTO MASONRY OR COMCRETE- 31 ALTC="TE 7APCON INSTALLATION ANCHORS FRONT TD BACK IN ALL FRAME MEMBERS. 43 IAPCON ANCHOR CHART ON BACK CIF THIS SMECT. 5) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT MEAD L JAMBS. 6) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER ,CAL AROIN0 EX7ERIOR a DOOR 7) IF EXACT DOOR SIZE IS NOT LISTC IN ANCMUR CHART. USE ANCHOR OUAN7ITT LISTED WITH NEXT o/oLARGER SIZE. FOR INCAPPROPRIATE DESIGN S DOOR REO'0. B) LARGERPOCKET12 DOOR SIZCS USE CLOSEST SIPAST DOOR SIZE L [OHFIGURaTION TO FINISHED OP[NINOPLACEIAPCONS, IN FRONT OF HIM, STRIP AS SHOWN 9> GLASS THICKNESS MAY WART PER REOUIREMENTS OF ASTM C1700 GLASS CHARTS. ID) ALL FACTORY APPLIED HOLES HOT DESIGNATED FOR TAPCOM ANCHOR SHOULD BE FILLED WIT. AB SCREWS00BBINorDAUCK. DOORSurrIUNITCISNAPPROVED USING TEMPERED GLASS IN ESINGLEDMENTIGLNTO ZCOORI-ULATING GLASS. 12) JAMB / SILL CORNERS ARE TO BE SCALED WITH A SHALLMAXJOINT SEAM SEALER. D 10) SHIM AS REO-D. AT EA. YET OF INSTALLATION ANCHORS. ALLOVABLE SHIM'TACK TO BE 1/4'. IMM ALL I. STKLATION ANCHORS MUST BE -BE OF CORROSION RES;STANT NATERIAti. IS) W.CRE • x• RCPRESE.TS MOVING PANEL AND -0' RCPRESENTS FIXED PANEL APPROVED e. A CONFIGURATIONS ARE AS LISTED O. ANCHOR CHART ON BACK OF TMIS SHEET. L I61 NOT ALL CONFIG(RRAIIGMS LISTED XBOV[ ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLA11O1 EXTERIOR ELEVATION SCCTONS • A A• •B-1• L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED EMBEDMENT 2 PANEL DOOR SHOWN 1CONFIGURATIONS. INSTALL CTI IAPCON IHEACHPAIROF fA(tORY APPLIED IHST ALLATIONM. HALES uH1[SS NOTED G n 1-1/ 4' MIN. OTHERWISE ON ANCHOR CART. SEE BACX or THIS SHEET. IB> FLORIDA EXTRUDERS IDDOSERIESSLIDINGGLASSDOORISSHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. p D REVIDESCRIPTION I DATE IINII EXTRUDERS s-Ire• n<x. SHIM SPACE t I I/4• MIN. EMBEDMENT ONE BY WOOD 1 BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK b HAS'Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIA TAPCON SLIDING GLASS DOOR - HOOK STRIP CONCRETE OR M-SONP, Y OPENING BY OTHERS CAULK BETWEEN WOOD BUCK L MAS' Y. OPENING BY OTHCRS 4 CAULK BETWEEN HOOK STRIP L Q WOOD BUCK LIBERALLY APPLY CAULKING UNDER SILL INSTALLATION ANCHOR OR SET SILL IN ?ED OF CONCRETE 3/16' DIA. TAPCON SECTION A —A 4 INSTALLATION ANCHOR 3/ 16' DIA. TAPCON TEMPERED GLASS TYP) p CAULK BETWEEN DOOR FLANGE L WOOD BUCK PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS S.G. D. WIDTH 1-1/4' MIN. EMBEDMENT 1 d Q 7 ONE BY WOOD 1 BUCK BY OTHERS JSTUCCO 7 BY OTHERS 1 J 1n.A s PIA){it:L A B.O.A.FRTEHPERED GLASS SECTION B TACIUJRER ABf. . ( TYP.) SLIDING GLASS DCIOR T-• a INTERLOCK MASTER FILE # HOOK STRIP DETAIL daua- L U P I D A INT. INC. SANFORD FL TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DRAWN BY:BB I APPROVED BY: n .mY..)N rDC / Eli lcr.l r. NITC " rVnn•+) iC L TAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD a SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61PSF T UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4069 XX, OX, x0 49 X 80 3 3 3 4 4 4 3 3. 4 5069 XX., X, X 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, OX. XO 72 X 80 4 4 4 4 4 4 3 4 5, 6068 Xx, Ox. x0 96 X 80 5 5 5 4 4 4 3' 4 5 lo06? Xx Ox x 1220 X 80 6 7 > 4 4 4 3 4 5 5080 XX, 0X, X0 60 X 96 3. 3 3 5 5 5 4 5 6 I 15 I 8080xx, Ox, x0 96 X 96 5 5 5 5 5 4. 10080 XX Ox, xO 120 96 6 A 7 5 5 5 6 6 50100 XX, x. XO 60 Xx 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. QX, X 096 X 120 5 6 6 7 (DI) 6 8 9 9068 X0 109 1/8 X 80 5 4 4 4 3 4 5 12068 OXO 145 1/8 X 80 7 D2) 4 4 4 3 4 5 15068 OXO 181 I/8 X 80 8 3) 4 4. 4 3 4 59090 OXO12080 Ox0 10 11/8 X 96 1a5 1/8 X 96 7 2)-'.7.5ft=f 5 5 w LS 5 4 a 6 6 6 6 15080 OX 1811/8X96 85 I 5 5 4. 6 6 90100 OX 109 1/8 X 120 5 rlht, 6=._` i8t;1'u cDll 6 8- 10 120100 OXO 145 I/8 X 120 7 6 6 7 (DI) 6 8 10 9068 XXX 106 5/8 X 80 4 4 —° A3 4 5 12068 XXX 142 5/8 X 80 7 DI) a : 4 "; 4 3 4 5 15068 XXX 178 5IX 80 8 q 4 4 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (DI)' 9 02) 5 5 5 4 6 6 15080 XXX 178 5/8 X 96 8 11 (D 3) 3 5 1 5 5 4 6 6 xxx 16 5/8 X 1205 5xxxII20001425/8 X 120 7 na in 6 6 7 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 a 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 4 I5 16068 OXXO 191 5/8 X 80 9 10 (D1) 12 (D3) 4 4 4 3 4 5 10080 XXU I />; X 7o b 6 7 (DL) J 7 4 b b 12080 xx0 143 5/8 x 96 17 8 (DI) 9 cD2) 5 5 5 15a 6 I 6 16080 xx0 191 5/8 X 96 9 D > a (p ) 5 5 4 6 6 120100 OXXO 143 5/8 X 120 7 9 02) I10 (D3) I6 6 I7 (DI) I6 I8 I10 160100 OXXO 191 5/8 X 120 10 (D1) 13 (Dv 16 (D7) 6 6 7 (D1) 6 8 10 1006"; xxxx Ili /4 x bU 6 6 6 4 a 3 4 5 12068XXXX1411/4 X 80 7 7 1108 (DI) I4 4 I4 1I I 4 5 16068XXXX1891/4 X 80 9 (DI) D2) 12 (D4) 4 4 4 3 10080 xxxx I1 1/4 X b 6 i (D1) a I 4 6 I 6 6 I6. XXXXI1411/4 X 96 7 18 (DI) 9 (D2) I I 15 4 6 6 120806080xxxx1891/4 x 56 9 (Di v 4> 5 5 6 8 10 100100 xxxx 117 1/4 x 120 6 6 7 (DI) 6 6 7 (DI) 1L0! 00 xxxx I 141 1/4 X 120 17 19 (DI). I 10 (D3) 6 I 6 I 7 (D1) I 6 I\ n8' I 10 XXXX XX199 1/. X 120 10 (D2) l (n) 15 (p7) 6 6 7 (D1) I F 8 10 Fe' 2 4 ANCHOR NOTES: I) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'Dl' THP.0 'D7' DESIGNATES IN WHICH SIZE E CONFIGUREATIONS TWO TAPCONS ARE PE O' D. 2) ' Dl' MEANS, INSTALL TWO TAPCONS IN ONE SET.OF INSTALLATION HOLES. 3) - DE' 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 IN FIVE. SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCCINS 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 E SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD 6 SILL. B: SECONDLY, AT EACH END OF HEAD 8 SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD 6 SILL OTHER THAN AS LISTED IN A 6 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 b SILL CORNERS. C LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A z B. I El n T jA EXTRUDERS F f INT. INC. SANFORD, FL. 111D SLIDING GLASS DOOR. TAPCON GLASS CHARI CIVIL N.T.S. - A: 16 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES 19.125 26.500 30.500 37.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION 01446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 8 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 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-03651 FAX 407 805-0366 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL CTYPJ 9 WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR CTYPJ 8 SELF TAPPING SMS CTYPJ MULLION DIE NO, 1447 FLd A B. ACiTR ee SEE NOTES Z & #3 P I"IVL-iu DIE NO. 1447 TER FILE # 6 SECTION F DWG No: GEN-0453 INSTALLATION ANCHOR CTYPJ SUBSTRATE 1-7/8' SECTION A —A NOTES; 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. 0 I 2) IN MASONRY CONSTRUCTION, CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING, 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP CARROLLTON, TEXAS TITLE FIN H RIZ NAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1447 AREA, _ _ DRNI APRVDI _ _ _ _ DATE' 3 EXTERIOR ELEVATI N a ,' -- $B /17/02 a WT/FTC _ _ _ _ SCALEI HATLI _ _ _ _ DWG NO; HALE GEN-0453 PRGJ7ARE4. YV PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKVY., HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 07-805-0366 y_ CTk rI GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WOW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLYTO 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CAD20040 12-1an-2002 01-1201 p'NG I'l0: 4-0450 MULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) IVIULLIUIN DIE NO. 1448 SECTION A— A MULLION ANCHOR BRACKET o v v a a / r 4 MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) v ° SEE NOTESII a Q # 2 & #3 I o EXTERIOR ELEVATION a NOTES: MASTERI. 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG .AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. CARROLLTON." TEXAS 2) IN MASONRY CONSTRUCTION: ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETA_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 ---- + pATL: RVD: —_-- DATE: 3/17%i SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD AREA: DRN: JS FRAMING. r WT/FT: — . SCALE: HALF — — — — OWG NO: GEC:-0==0 PREPAPED BY. PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PRWY, HEA THROW, FLORIDA 32746 PHONE +07-805-0365 Fax 407-!:5-C"'. 411 max.; b GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WOW. WTH. > WOW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 506 427 390 379 379 379 36.000F 44.000 319 262 231 215 208 208 263 213 186 171 160 160 48.000 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 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I 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 6.00086.000L 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 & APPLICA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN.11,02 01-1201 orris 1. TESTED IN ACCORDANCE WITH STANDARD 9JILDING CODE. CHAPTER 17, TO A POSITIVE AND NECAT IVE 37.5 PSF. 2. DASH M-LIBER5 REPRESENT VARICLJS SECTION HEICHIS. 3. FOUR SECTION 7' HIGH DOOR 9-01", 8' HIGH DOORS HAVE FIVE SECTIONS. 4. SECTION FIE ICHI OF 20.812. 19.00 k 16.75 ARE AVAILABLE AND ANY BE IISED IN C0.91NATION TO ACHIEVE VAR CLIS HEIGHT DOORS. 5. EABOSSIENT PATTERN OF 14.50 X 20.375 SHOWN ALTERNATE PATTERNS OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE USED. 6. TORSION SPRINGS SiDAN. EXTENSION SPRINGS AVAILABLE. 7. USE THI5 BRADCET, REF. P/N 4059fi4-0002, CN 81 HIGH DOORS ONLY. PANEL 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTICN SECT ION INNEDIATELY BELOW THE TOP SECTION. 2' X 6` WOOD 1 2' X 4' WOOD JPA43 OR EQUIVALENT UP/N405964-0001 TRACK BOLT 5/16 X 1 3/t'REF LAG SCREW 9. THE STRUT PLACD,ENT ON CY.XX35 CCN'STRUCTED WITH 5 OR MORE SECT IONS MJST BE u*`a CONSISTENT WITH THE DOUR SHOWN!, THE STRUTS FOR THE ADDITIONAL INTO `T E RSECTGINSARETOBEPLACEDAS9-OWN ON THE iHl7p SECTION. 10. THE STRUT PLACD.ENT DIAENSION ON ALL SECT ICrNS LESS THAN 20.812• FILE: A REV P B REV P HE ACTUALRECUCMBYTHEDIFFERENCEBETWEENTACTLSECTION 1-EICHI t 20.912'. 11. SCREW P/N 605911-0001 IS A 1/4' CIA X 518. LONG TYPE AB HEX HEAD I,ETALSCREW 9s 12. POST TO BE INSTALLED ONLY WHEN HIGH WIND WARNINGS ISSAD. 13. STRUT PLACEAENTS CAN VARY z3'. 14. QiAI TY FOR LOCKS CAN BE ON 1, OR 2. TRACK 968 END HINGE 2. 093 B00 I I VIEW • D-D` DSB 1/8• 2' TRACK I - 049 TF4< (VERTICAL) I n FIXTLRE I SCALE: i/B WEATHERSEALJ 3 SECTION "C-C" 2' X 6' WOOD JM.9 2' X 4' WOOD JN.9 `D•-*'7. SCALE: 1/2 LATE CBEOUIYALEN7. I IZCNTALcawtE38ALANCE LANCEI 1ROPTIONALSPLICEINHURL ZCNALTRACK AT TOP OF RADIUS 407605 PLCS TYP2PLCSI 404828- 0003 D` TYP 2 PLOS t05964- 0002 TYP 2 PLCS a400650- 0001 HS- 1 TYP3 PLACES TYP .. 2..PUS_.__..- D46450- 0003 404828-0003 TYP 2 PLCS 5 00 36.00 E , " B` STANDARD TRAM DETAIL FOR 16' 405771-0001 404828- 0003 SCALE: 1/16• t• SERIES 280 THOU 289 ARE EQUIVALENT COWSTRGCTICW 25CA STEEL SERIES 180 ARE S4W CCrGrRLCT1CN AS SERIES 280 ONLY 24CA STEEL MET ETD GAPS DOOR TESTED WAS 281 SERIES. DOOR WICITHCENTER STILE END STILE RE STRUTS/SECT. I ROLLER TERTI a2,T JFER ITFMT) 16' 3 SINOIE YES 2` X 7/16• 049• 100 STD. OPTIONAL WINDOW DETAIL SCALE: 3/32 400650- 0004 HiS- 0 TOPONLYL r DETAIL • F" SCALE: 1/4 16' WIDE, CENTER STILE P/N 408680-0004.5.6 a 13PLCS) ANCHOR 407603-0001 19 PLCS) MP o " A• I/ L4. - C• PMT409327- 0001 ® - 16'- 0` MAX. WIDTH SCALE: 1/18--l' INTERIOR ELEVATION r owr wurrw MWKnPRAM1DW11'x 11I{M1MY tM TIn > w m a Ra noon+ a e.e.q ®r m•a.nw .°.'. .,jiw .?$ +N+++•a nnseawwenro.m IR aMcsoc rae r.nrw: ronriwrmmr n wRR N/A r w.Ia asowrA'mu m ia.rrMo+..I wry . I` cnr wa rar "r .R r.f. NOW s. LER SEE NOTE4 STRUT TOP FIXTL.RE HINGE 4" 0001 TYR 2 TYP2PLCS 404828- 000-0003TYP 2 PLCS 1 7/8' TF4C. SECTION ' A -A" SCALE: 1/4 F" I 06t601-D000 <1 - DES I GN ` E OAD 25 NSF + 2188® TEST LOAD n -o• 94DWN1 37.5 PSF ± e'-o• Al4X. HE I GHT . 21.57 0 4 F. r 404828- 0003 ii l" M.YCLNI$ 01/13/96 RESI STL OR 16-Q' MAX om w. WIDTH,MIWLbMD DAVID FA 02/19/98 o- 409335 G]-I WVID FA f 02/19/98 y 8 .m 1. 0 2 4 6 1 4 0575 1R W/ 4-5/-5/16 % 1 3/4' o LAG SCREW O 0 6.04 i O I 00— P/N 409328-0001 PLATE,HASP 106 THK. 3z O 0 070 MIN P/N 401199-0001, TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 2 11/32' 091. MIN--jf 0 O 3 9EaO O O O 2 7/16 P/N 405771-XXXX BOT. FIXTLRE FOR 180/280/290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS PM 605911-0001 t 25 LENGTH =DOOR WIDTH - t'-.y 1 7 / 1tl1tl 518 MIN THK P/N 400650-XXXX. ROLLED HS-X STRUT PART N 1.6ER IN.THK STRUT 400650-0001 .030 HS-1 400650-0004 .020 HS-O ssnmw O 0 0 2T 1/16W O O 3 4 5/8' o o00 3'A P/N 061601-0000. SLIDE LOCK ASSY 0575REF 2 9/32 I 11 -y« .070 MIN 0 ,{,, O 0 • L.'--.{1 3/4' j--4 1/8' 1 3/4'---in----n{ 000 I I ' STRUT - 3 3/16 2 9/32 O O O O •H' o O 2 1/2' O 0 C 2 3/8' HO0O .070 MI QOO7/16 .108 M.108 1 6.00 f 0 O 0 3 3/16 0 P/N 405964 k 046450, BRACKET, SCAB P/N 405964-0002, BRACKET, SCAB JOINT 1 PM 407603-0001, CENTER HINGE o o ' PART. N.A6ER •l' 0 o STEEL DOORS ATTACH TO DOOR WITH PM 407605-)D=, END, HINGE 405964-0001 3-1/4 4 SCREWS P/N 605911-0001 RESID. STEEL DOORS O46450-OD03 4' 5.00 PxtT 1"IIER ; 'rr 0 PM 409331-0001 PLATE. FLOCK i0, 5-0002 .85 SCAB BRACKET DETAI LS 407605-D004 1.10 j 2.765{ 156 DIA _ 407005- 0005 1.35 IIII407a03-0003 1.60ACTTIONATTACHTODOORWITH 1.00 —( RA 111 C E c v; F 4 6 TL [. L L LP 9 , G I ! SCREWS PM 605917-0001Lf '4d 1 0 POST j-3.00- .375 DIA —.44 .44 s - P/N 404828-0003 ROLLER ASSY, TR-1 P/N 608069-0001 PIN TR-1 ROLLER LOAD: 50 LEIS. MAX. 1/4- 20 1 1 000 SEC 7' HIGH DOOR PM40932E- XXID( POST ASSY, VERTICAL PpST—ASSY SHOWING FLOOR PLATE HEAD END CAP 40' 94- 0001,2.3 TER STILE STD ON t80 SERIES PM 408680-0004,5,E NO.T--REDIDON-280-SER4E5... --- Tj--. 187 1.25 1- 2.50-1 REF 00 4 00 SCREW 375 DIA P/N 05911-0001 OR i HOLESPM6605879-0001(SELF-DRILLING) " ` '• A / C1}' P/N 408579-0001 LINK P/N 408876-0001 SLPPORT SECTION 'G-G' SLATE STEEL STR AS 16' WIDE DOCRS)280 G....•: i,.(. i, . n[waw m14+e+. 11rraarppp 1 wwws '.wry wo wm n w•ar• emw mraulw . a, ' •"` M. YOIS O1/13/ 8 RESIn SiI DR /8 W0' a1n ueoe M u um mama r•e an..P raw rin w..eo rr. w.wu, wmr w. NIDhI,MiNDLbAD M ra wl ttc oso®wue teuva4R MIA DAV ID F/1W 02/191*3 ,.... 409335 ww as ola®.om+nna4 na vas " — rws4 1 s r u. rweo n. 1m ws ur4mapvwrww •. N2,EEACH DAV ID FAY! 02/19/R8 rr4. 31 :1 • 2: s i , 9 t MIAnniDaDE MIAMI-DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING . BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33I30-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-2908 Premdor Entry Systems CONT LACTOu LLICE.NSINC SECTION 911 E. Jeferson, P.O. BOX 76 (305) 375-2527 FAN (305) 375.2553 Pitkurgh ,KS 66762 Your application for Notice of Acceptance Entergy 6-8 S-W/E Inswing Opaque Sing under Chapter 8 of the Code of Miami -Dad ON'rIL1CTOR ENFORCENIEWr DIVISION 305) 375-2966 FAN (305) 375.2908 I'RODUCI' CONTROL DIVISION 305) 375-2902 FAN (305)3 72.6339 lated Steel Door k1ternate. Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.16 EXPIRES: 04/02/2006 Raul Koarlgucz Chicf Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review_ Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 06/05/2001 Building Code Compliance Office PRODUCT PRO R RD RR M1,1110MEEM MM-EDGE STEEL DOOR Ifl WOOD PRRME PRODUCT CERTIPICRTIOn SHEET 01- Q,314,1(o Validfor the following side -hinged door arrangements: opnom Owns - Bar nomim HEIGHT- E3 M 0 0 10 go 01 Do el 111.. oingia uoor wimwoeme on Hinge side 6ingie uoor with biaelite on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES: 13 U 1313 1313 Do 013 Uri Flush Arch Top 3- panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel BOB via, 1111 9- panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: 0 13 1303 1313 1313 80 Series 129 Series 200 Series 12R,12L,23S, 450 Series 152 Series 149 Series 23L,24R,24L Series IMPRCT qes -iM7 ULTI— ME—STL—WD—OP Ente Entry Systems" OW continuing program of product improvement make$ S;,,cijJWicn& design SW product detail subject to cl"4 wilhout notice, 0 Premdor Entry Systems ACCEPTANCE No.: 01-0314.16 APPROVED Jt1N n nm EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.18 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do . not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing Opaque Single Residential Insulated Steel Door with Sidelites — Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1020-EM-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in a Wood Frames with a Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01115100, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings: 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in approved drawings. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area are designed to accept water infiltration 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. . LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South on Building Code SFBC) in order to properly evaluate the installa f is system Man el Perez, P.E. Product C r Examiner Prod ontrol Division 2 C Premdor Entry Systems ACCEPTANCE No.: 0.1-0314.16 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, ace no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted,. is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of.the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time.. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Manu Per z, P.E., Product Co ro Examiner Prod u ontrol Division 3 i I I i i t 4' MAX— 15' MAX O.C. 15' MAX O.C. 15' MAX 15' MAX O.C. 15' MAX O.C. 6' AX PREMDOR (ENTERGY BRAND) STEEL EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD INSWING) 100, MAX 4' MAX 4' MAX 4' MAX 4' MAX 3' MAX 3' MAX- 15' 3' MAX 14 3' MAX MAx C' B MAx 4' MA 22' x MAX 15' i 64' DLO 15'_ 15' MAX MAX B 1/16' ( 14' ON Ist. HIND j`--MAx 4' MA 31 3/16' ( ' ON HINGES KVIKSET DEADBOLT- MCDEL 660 SERIES OR HARLOC DEADBOL MODEL 820 r-5 1 / 2' KVIKSET LOCKSET- MODEL OL200 SERIES OR HARLOC LOCKSET MODEL 100313/16' F{ ON HINGES MA 14' 14' MAX MAX 5' 15' 1MAX MAX 43 1 l6' TOP OF DOOR TO.q OF LOCK l5' MAX 4' MAX -- 3' MAX 3' MAX 'I 3' MAX 3' MAX NOTES: 4' MAX 4' MAX 4' MAX MAX 1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING, L.H. INSVING R.H. INSVING B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE MASONRY WITH OR WITHOUT A NON-STRUCTURAL BY WOOD BUCK. ALL ANCHORING SCREWS TO BE 910 WITH MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE VHERE VAIER INFILTRAIION REQUIREMENT IS NEEDED VHERE VATER INFILTRATION REOUIRENEW IS NOT NEEDED P—ositive NUT APPRLJVLU >< x OR 3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT . UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO MASONRY. OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG 4. UNIT MUST BE INSTALLED WITH 'MIAMI-BADE COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT,VATER INFILTRATION. AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS AND SIDELITES. ueuiuc[ttnlu,rvc ac 7. DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE ofam. Km lolit Sit 0IR.1a% CORNERS ARE COPED AND BUTT JOINED. B. DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST 110 x l 1/2' MINIMUM EMBEDMENT 14) PER HEAD 6 SILL, (6) PER JAMB ALTERNATE: 3/16' PFH TAPCONS w/I 1/2' MINIMUM EMBEDMENT 1 ( SEE OTET5 ) A BO 11/16' MAX MAX D8 x 1 3/4' F.H.W.S 3) PER SIDE FROM JAMB INTO THRESHOLD APPROVED AS COMPLYING WITH THE SOUTH F QRI BUILDING CODE OOATE 5 BY Q /1110 iS1 PROOLELC_ONTROLDIVISIONU BUILDING CODE CCLIPLIANCE OFFICE ACCEPTANCE NO.01- 031I'I' I (, INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PROUR LNIRY Y LMJ 31_1020_EM_19. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ NIL vTcm WATER -REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PlITSK CWW SHEET 1 OF .6 tmo ullu C INTERIOR I EL I TUN 0 0 INSWING OTHER CONFIGURATIONS GLAZING DETAIL !!! 68 3/4• _ I 1 _ 68 3/4• SHERVIN VILLIAMS 850A MAX tl (f MAX 1) 3 V2 EXTERIOR GRADE LATEX CAULK 28 MAX EXTERIOR XO O C MOE CaAITT 1006IUTIpNS mnl Jp . APPROVED AS COMPLYING'AITH THE B ADDED PAGE 5 (DOOR OP71ONS) INTERIOR SOUTHFL RIDA BUILDING CODE tBlli DE[ss qf[x rm RC N6 - ADD SCRCVS 10 ll)E ERAKS 1qq [IMSDG UIESS wIIG SiD-IDtL IRS A ADD 0T Ea Door CD6iGuttArlm+i a-n uJUNueDOMvi a rtI 2 DA E PAPI wrt: -A GLASS BITE 29 BY PROD O,TRDLDI)ISlDN PREMDOR ENTRY SYSTEMSl 31-I020-EM-I BUILDING CODE COMPLIANCE OFFICE 911 Pllism 4 66V E. ffro I SHEET 2 OF 61/8' TEMPERED GLASS of rFPTANCE M001'Ci3IL( ((, QVISf01LEI l[e 68 3/4' MAX 4 MAX 4• MAX 4' MAX 4• MAX 3• MAX 7' MAX 7' MAX 4' MA .15j4• MAX MAX 15' MAX O. C. 15' MAX O. C. 15' MAX O. C- 15• MAX D. C. 15' MAX O- C. iI 14' I MAX 4• MAX-] L O MAXL MAX liE. MA is' AY L 80 1 M 6" MAX 3" MAX 4' MAX 3" MAX 3' MAX— 4' MAX 4' MAX 4' MAX DX OTHER DOOR CONFIGURATIONS 68 3/4' MAX t' MAX t' MAX 4' MAX MAX 4' MAX 3' MAX 3" MAX 14• lS" • MAX MAX MAX 1AX' I I1 4•JAX IJ—IIS' IS' MAX C. 80 11/16, 15' MAX MAX D.C. AXXI5' MAX DC. IS' MAX O. C. MAX MAX b' MA MAx4' MAX 3' MAX MAX 4' MAX 4• MAX 4' MAX 100• MAX t' MAX 4' MAX v 4' MAX 4' MAX D 1' MAX MAX 3' MAX 3' MAX MAX 4• MA IS' MAxj4' MAX4• MAX MAX LIMITS RESS EXTRUSIONS UN i'''' l`+'cJ%S CCl9PLYING "ITH THE b• MAX ]• MA MAX 4• MAX :!•'Tn"' MPU-,: NGCODE l' MAX ]• MAX JI`II3' MAX -3- MAX : ° PREMD R 4' MAX <' MAX &. MAX 4' MAX FRODV C NTROL DIVISION Qj 911 C. JEFFERSEW OUILDIN ( 10E COMPLIANCE OFFICE PITTSBl1Rfi, KS 66762 DXDACCEPF ;0.0i .1Lo 15' MAX D.C. 15' MAX D.C. 15' MAX D.C. is, MAX O.C. 15' MAX D.C. II 14' I i— MAX I II 15" 4• MAX-] I — MA IS' MAX MAX 0 jGIs II 0 y r4 MAX IL14'J L14' i iiU MAX MA% MAX I 4' MAX 37 1/ 2' MAX— 4* MAX 4' MAX 3• MAX MAX 14 NAX 14' I r_ MAx 15' MAX 4• MAX-] L- OC. 15' MAX D-C. 15' MAX O 80 G.C. O 15' MAX D.C. 15' MAX 14•J {— j4" MAX MAX 6' MAX 13' MAX MA MAX 4' MAX X 31- 1020- EM-I SHEET 5 OF 6 REVTSIIDIIEiiCR 80 11/16" MAX 1/4' SHIM MAX 3/4" INTERIOR 79 5/16" MAX B-B 2 BY WOOD BUCK 1 1/4" EXTERIOR MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS O WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 20 COMPRESSION WEATHERSTRIP M- 5 LOCKSCREEN BRAND LOXSEA 9650 (BRONZE) 0 WOOD STRIKE JAMB M- 2 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 40 ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' 5Q TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL STEEL SKIN AIX TIELB SIREIGIB 31M PSI26go. (017 44 -.000) AIX DADV[SS PER TIQ[ TEST RIP{RI TS IQI' POLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lbsJFt' BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 9O WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT ' t0 STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL tt HINGE STILE EM-05 PREMDOR BRAND - l 11/16' - 20 GA STEEL t2 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 1a WOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 10-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR 16 10 X 2' F.H.W.S. 5) SCREVS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM TOP, MAX 18' O.C. THEREAFTER 10) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOVN FROM TOPMAX8' O.C. THEREAFTER 4) SCREVS THROUGH EACH HINGE INTO DOOR JAMB 6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DDVN FROM TOP, MAX 15' O.C. THEREAFTER 17 3/1 * PfH V/MINDMUM_ V I I/ M EMBEDMENT OR 3/16' PFN TAPCpt$ V/NINIMUI 1 I/Z' EMBC0MEN1 REFER TO ELEVATION VIEV, FOR A OF SCREVS USED AND LOCATIONS 16 SIDELITE WOOD STILE EM-28 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 19 t#8 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE 0 LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK NOT USED ON THIS MODEL WOOD SIDELITE JAMB EM-19 1 1/4' X 4 9/16' MTL. TO BE PINE OR -EQUIVALENT n 22' X 64' SINGLE PANEL GLASS EM-20 TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (ODL-2ARTEMPERA$ 11/ 4 SIDELITE TRIM (WOOD) EM-21 5/16 x 112' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-22 1/8' x V MTL. TO BE PINE OR EQUIVALENT - ITEMS ARE MOLDINGS USf FOR ' SIDE BY SIDE JAMBS' AS MULLIONS WOOD SIDELITE HEAD JAMB EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-24 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Potypropylene by ODL 6 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME SCREV SPACING TO BE 3' IN FROM EACH CORNER AND NOT TOEXCEED14' OC THERE AFTER. PIN NAIL 13/V LONG NAIL, V IN FROM END, MAX 8' DC. THERAFTER, USED ON MULLIONS AND TRIM DOW SILICONE #995 LIMITS: UNLESS NOTED, FRAC. DEC. ANG. EXTRUSIONS UNLESS NOTED, STD. COM1. IOL'S. eT0: 7 D AS Co!alv.1a jk r". XOD74FL u . tL NTROL DIVISION BUILDING CODE COMPLIA ACCEPTANCE No.( DADE COUNTY MODIFICATIONS iDDED PAGE 5 (DOOR OPT o1 R, uniL - - W L JLALL: PODUR ENTRY SYSTEMS 31-1020-EM-I PITTSBURG, E. JEFFK. 6 SHEET 3 O F- 6 PISURG, KS. 66762 E REVISION LETTER B 2 BY WOOD BUCK 1/4" SHIM MAX 3/4" 79 3/16" INTERIOR MAX 80 11/16" MAX 2 BY WOOD BUCK 64' MAX DLO 1 3/4" i SECTION C C 1 - 4 9/16" EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31-1020-EM-I SHEET 2 OF 6 1 1/4" DOW SILICONE #995 APPROVED AS COMPLYING WITH THE DA ETH FL" i ll E BY J Jn PRODU T C ROL DIVISION BUILDING CODE COMPLIA OFFICE ACCEPTANCE NOQ8 (a . OTHER DOOR PANEL STYLES IP 36" 1 No- M A X 79 F/16 0 00 DDD ®® a0 D0 H 00 000 ODD DDD MAC x 00 Do Do Qo s ®® a BOB 00[070 00 0 an BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL FLUSH B-PANEL CROSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL 4-PANEL EYEBROW W/SCROLL EYEBROW EYEBROW V/SCROLL t OTHER SIDELITE STYLES 30" 1 r—MAX 79 /16" o 0 0 Mom— O O o 0 0 SL-10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-9DA SL-90B SL-90C SL-30B SL-30C SL-70 SL-80 on 00 go 99 ® 8 00 Do 0D 00 00 00 00 00 00 00 00 00 00 00 0 00 PD-1 PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8 PD-9 PD-10 PD-11 PD-12 PD-13 PD-14 PD-15 PD-16 PD-17 w w LLw S OLu V U O Z 2 C s aS- 7 K VLmInOUJ0 U, lffl 0O W O OAX PD- 18 PD-19 PD-20 PD-21 PD-22 PD-23 PD-24 PD-25 PD-26 PD-27 PD-28 PD-29 PD-30 PD-31 PD-32 PD-33 PO-34 a o m n m i LINIIS' ( MESS NOTED, ERAC : DEC = ANG EXIRMIX UtESS NI1E1); STa C.Qtt. TOL'S 8® LIZ REVISIONS I DAI[ I B1 BOB DR. BY DAZE / PAR NANE PREMDOR DOOR OPTIMOE: a0 00 goo Ogg goo 00 00 PREMDUR ENTRY SYSTEMS 31-1020-EM-I 9n E .I;EEERSON SHEET 6 OF 6 PD- 35 PD-36 PD-37 PD-38 PD-39 PD-40 PD-41 PD-42 PD-43 PD-43A PO-43B PHISBLB6, KS. 66762 REVISION LUIER