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HomeMy WebLinkAbout242 Venetian Way 14-1936 COMorrison 110111, # 200 PHONE NUMBER 151 Southhall Ln Maitland, FL 32751 PROPERTY OWNER 407-257-6940 CRC p41929 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING. CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE s MISCELLANEOUS CONTRACTOR PERMIT NUNLRER FEE SUBDIVISION VMch 6A41, PERMIT # DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE City of Sanford Certificate of Occupancy This is to certify that the building located at 242 Venetian Bay Cir. for which permit number 04-1936 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden 12/ 22/04 Engineering: D. Richards 12/ 22/04 Public Works: J. Crumpton 12/ 22/04 Utilities: R. Blake 12/ 22/04 Fire Department: Zoning: Morrison Homes Property Owner Q NA .- 12/ 27/04 Building Official Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family**** 12/21/04 04-1936 242 Venetian Bay Cir Morrison Homes Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineerin c Z -z-z o - Public Works OUtilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION New Single Family**** DATE: 12/21/04 PERMIT #: 04-1936 ADDRESS: 242 Venetian Bay Cir CONTRACTOR: Morrison Homes PHONE #: Chris 407-948-4893 vk53 9 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 PP'u-'blic Works Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY 0- 1 o I I 1 1 1 1 W REQUEST FOR FINAL INSPECTIOl'P 1 New Single Family**** I I I i 1 1 DATE: 12/21/04 a u c. PERMIT #: 04-1936 uu A I V) t o I if N, a o U 1 I 0 1 m ADDRESS: 242 Venetian Bay Cir N; CONTRACTOR: Morrison Homes l V d a PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering 0 Fire Public Works Zoning ti ' ies Licensing CONDITIONS: (TO BE COMPLETONLY IF APPROVAL IS CONDITIONAL) LMBC1001, CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . : 241075 Parcel Number . . . 23.19.30.502-0000-0250 Alternate location ID . : Location address . . . . : 242 VENETIAN BAY CIR Primary related party . : Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 12/22/04 — 15:27:15 { Free -form information SW DEV FEE $1700.00, WA DEV FEE $650.00 PD 5/17/04 BP #04-1936 SEE REC #6776 3/4" WA METER SET FEE $190.00 5/17/04 REC #6776 LOT # 25******** F2=Address F3=Exit FS=Special Notes F9=Parcel Notes Ft = cel Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) December 21, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 25 Venetian Bay, 242 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 242 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 25 "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx &Associates Inca---- . Darae L. Przemieniecki , P'S.M Associate Vice President DLP/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 242 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 25 " 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 82. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 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 of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction` ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-aj 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. 9 ft,(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA. _ft.(m) 00 o d) Attached garage (top of slab) 15. 6 ft,(m) E c Q CU i o e) Lowest elevation of machinery and/or equipment ' \ servicing the building (Describe in a Comments area) 15 1 ft.(m) AC Service E o f) Lowest adjacent (finished) grade (LAG) 15 0 ft,(m) z in o g) Highest adjacent (finished) grade (HAG) 15. 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) IF(Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 DATE TELEPHONE 12-21-04 407-788-8808 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 242 VENETIAN BAY CIRCLE CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here 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. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners 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 correct to the best of my 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 AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions fie tau(/ 0 8t 0ciates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping L I NE BEAJJgp6°f Survey DISTANCE L I S 89°59'43'W 50.00' L 2 N 89°59'43"E 50.00' NARCISSUS AVE. TRACT G 10 ' ADDITIONAL RIGHT OF WAY 6' BRICK WALL_,2.0 L I F2.0' r FD 5' 0/S o FD 5' 0/S I 40.0' o N N o POOL DECK n N COv. IN 24.7' PORCH Z ^o O 15.3' O nc O 0 O O 1979 O ay O YORKSHIRE -A A B- O A SINGLE FAMILY RESIDENCE n n VFIN. FL. ELEV: 15 9 v nrn LOT 24 o mm LOT 26 m o 4E mZ n m rnrnz O O a6.0 O 12.7' o O O 21.3O LOT 25 o A- o 0 N GRADING 500 <; 186. 78' d ISO. FT. 1 N O O C P. — 0. 3 0.2' CIL FI :13.2 S 89° 9'43"W-' 574.00' REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W ) TRACT "F " PRIVATE ROADWAY LEGAL DESCRPTION.• Lot 25. " V E N E T I A N B A Y " according to the plot thereof as recorded in Plat Book 63. ADDRESS: 242 VENETIAN BAY CIRCLE at pages 84 - 88 of the Public Records of Seminole County. Florida. SETBACKS FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X" according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plottty from Flood hstrance Rate Maps provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location can only be determined by on elevation study. We assume no responstbSty for actual flooding conditions concerning this parcel. General Notes: 1. This is a BOUNDARY Survey performed in the field on ' 2. No aerial, surface or subsurface utility installations, underground improvers ents 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. 8. Copies of this Survey may be made for the original transaction only. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked 'Witness Comer", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 2004 Herx 8 Associates Inc. All rights reserved Cart! cat! - Not valld without the gnatureand theoriginalraised seal of Flo licensedSurveyorandapperT symeetstherequiremeNsI`G he Florida Mipimum Technicafan arsscontainedInChapter6; 7-6 lAdministrative Code. 1 J1/ William A. Herx, P.L.S. Florida Registered Lai d , urveyor o. 3182 Darae L. Przemieniecki, P.S.M. Registered Surveyor and'Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 DEC 2 2 Herx8AssociatesInc., State of Florida LB 4937 Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearings shown hereon ore referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark O/ S Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book C7L 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 (Proposed) P. O.C. Point of Commencement FINAL EL. Elevation (Measured) p 1 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, RAV Residence Rlghf- of-Way - LS. Mea Land Surveyor Measured TBM Temporary Benchmark N/ D(NBD) Nall and Disk TYP. Typical Fence symbol (see drawing) N.R. Not Radial X— X- Fence symbol (see drawing) CERTIFIED TO: STEVEN TRESKA 6 KIMBERLY BELL COUNTRYWIDE HOME LOANS UNIVERSAL LAND TITLE. INC. FIRST AMERICAN TITLE INSURANCE CO Drown by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-• 30' Plot plan performed: 03-08-04 Modal Change: 06-11-04 Foundation Survey: 09-09-04 Final Survey: 12-21-04 Revisions . Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I S 89'59'43'W 50.00' L 2 N 89°59'43-E 50.00' NARCISSUS AVE, TRACT G 10' ADDITIONAL RIGHT OF WAY Ll LOT 25 n 'A- GRADING t M 5.500 SO. FT. N n CJ) z No o 2a• Q a 7' COV. PCNt— a 40.0' O o< CUMBERLAND 282J - am a 8 ELEYATIONrn LOT 24 V c SINGLE FAMILY e. . min LOT 26 t7t RESIDENCE FIN, FL, Et EY.: o a 15.3 43 "D y40•W O 20.0• Q O O 20 0 O to N7 C+ y N l86.78' J. 2 - cp , n N 0 o y — P.C.P P.C.P. S 89' 9 43-W 574. OO BEARINGREFERENCED CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F - PRIVATE ROADWAY CITY OF SANFORD LEGALD'ESCRPTM Lot 25.'VENETIAN BAY occordhg to the plot thereof as recorded is %I Book 6a at pages 84 - 88 of the A& Records of Semide C«nty. Florida FLOOD HAZARD DATA: The Parcel shown hereon les within Flood Zone X arcordSng to the Flood hu rarce Rate Mop Co9murily Pond Nrm6er 120289 0035E.Daled 04117195. City of Sc raid. Comty /Amber 00294) SETBACKS: Max Coverage - 64 X Front 25' Rea- 20' SITE DATA Side 5 ' Corner 15' MYRViOW 50. FT. - 44x Msti? o Lot Width 50' LOT 50 FT, IMPERVIOUS AREA -2412 SO. FT. Note: Bear shown hereon are referenced to the C/L of VEAFTIATt BAY CRCLE as berg S 89'59'43-W. Verticd datun is based on NGVD Per E?a neer»g construction plrns by Nod H t I I e r Engareerng, hc- Job Number 2001. General Notes: p p ` 7. This is a BOUNDARY Survey performed in the t7eld On / p/ I ©s C, . Legend 0 Temporary Benchmark 0/3 star Records 2• No Bartel, surface or subsurface utility installations, underground improvements or assumed datum) Re, P8 Book Plat Book subsurfacelaeriat encroachments, if any, were located. BOW ot Back of sidewalk Cerderine PC Point Of Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. a Cetrtra! or(Dena) AnQte PCC. Point of Compound Curvature 4. Elevations shown hereon, d any, are assumed and were obtained from approved CALC Calculated P. GP Permanent Control Paint Construction plans pmvfded by the Client unless otherwise noted, and are shown CB Chad seams PG. P.RAL Page Permanent Reference Monument only to depict the proposed or actual difference In elevation relative to the assumed co Ctxwd Pti Property Line temporary Benchmark shown hereon. CM. Concrete Monument P.O.S. Potnf of Boh ni rg 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL- or FLEV rjo tton (Proposed) P.O.G. Paint of commentxmera Rights of way of record whether depicted or not on this document. No search of the FINAL EL FD. Elevation (Measured) Found P! Paint of Intersection PubAC Records has been made by this oltree. Fie FL EAay. Fa7ldhed Floor Elevation PRC, PT. Pced of Reverse clur" " F3ar of Tangency6. 77te "at descNprion shown hereon is as rumtshed by client. I P. Iron Pipe R Radio 7. Platted and measured distances and directions are the same unless otherwise noted. fit Iron Rod POW Rodrer tad e Denotes W iron rod with yettow plastic cap marked LB4937 or LS3I82, or L Ate Lengm RES. Residence W Iron rod with red plastic cap marked 'Witness Comer, unless otherwise acted. LB Lkensed f3u34ress RJW Rightof-Way O Denotes P.G.P. (Pcrmanert control point) LS. Mea Land Surveyor MeasuredhyD(NttD) Tau Temporary Benchmark Denotes Permanent Reference Monument Nag and Disk 7YP. ram r Typical Fence syrr" (sac draxfng) 2003 Herx & Associates Inc. All rights reserved NA Nat Radial X--X- Fence symbol fees drayft) C*rtflicafir Olot va8d aPas to and Me adgkul raised seat or a FlorM8nnood Surveyor an app*r This survey Mof the Fkxkl Minimum TeUvtkaf iG17- e F a AdmirrTstrafive 7d1) 4.=edFJ rIaK QAY\ Dame L. Plzemfenleckt f? S A RegWered Drveyor and Mapper No, 6030 I Mm R HeM P.S.M. Rot7tstorod Surveyc7end Mapper No. 6092 Nerx S Assorlatas tnaa. State at Fforfda LB 4937 Sketch of Legal Description This is not a Survey Drava by: AN Chocked by: DP Prsporod For: MORRISON Job Number: 02-07-02 Scot* : t-- 30' Plot ton performed: 03.08-04 Foundation Survey: Finat Sarvey: Ro, isions . Permit Job -Address:. Description of Work: Historic District: CrrY OF SANFORD PERMIT -APPLICATION 2 f10i /9 ' Date: J n Zoning: Value of Work: Permit Type: Building - Electrical Mechanical Plumbing Fire. Sprinkler/Alarm POQI . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential —Y— Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) U 3 6D_ n OC)O c) A-% Parcel #: 1 1 .. Attach Proof of Ownership & Legal Description) Lon[ractor me CccjAaaresp, it. V. Phone&Fax:(4oq Contact Bonding Company: Address: Mortgage Lender: Address: P License Number: Architect/Engineer: AUG j innn Phone: ___...__._ . __........ Address: : Fax: Application is hereby made to obtain a permit to do the4ork and in 1' ildY I`c that np work: or installation has commenced t for to tl ie issuance of a it and that all work will beperm performed to rneetstan ards•.of III lrvs a atingrco sttucoon tri this jurisdiction. [understand that a separate permit must bP - — BING, SI rIVIS ACES,,BOI_LERS, HEATERS, TANKS, and AIR CONDI 1 . n__ ..e..•,,.., ..,:ter,., Dirk r In - -. OWNER'S A+ " Please call Lnartene r.op oil information is accurate and that all work will be done in compliance with all applicable laws. ret;ttlanng construction f ©F5 32a R FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT fN W UR 1'/ YI\G TWICE FOR `_ E IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY B RECORDING YOUR NOTICE OF COMMENCEMENT. N TICE: In addition to the requirements of this permit, there may be additional restrictions appli to this p erty t may a found in the public records of this county, and there may be additional permits required from other governmental entities sue watt:manag ent istricts rate a2e17.ies, or fedc al agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requ Signature of Owner/Agent Date M 044' -- c Mror A Print Owner/ ent's Name i Signature of Notary -State of Florida Date 0r/Agent erson rVe'roduc d 1000 AI'I'LIC'ATION APPROVED BY: Bldg: tial Special Conditions: Date i Contractor/Aac-: is Vll'Persona{ic Known to Me or IT Produce .D Zoning: ui:.::ics: PD: _ Initial & Date) (Initial & Date) (Irriial & Dat: ice of Agent's Name of No ry-State S Da-, LA Gentlemen: I herein authorize Building Department Ov AJe of bearer of this letter) to print my name and sign his/her own name for a construction permit from your Department to construct a Swimming Pool on the property described as V 1 6 W DATE ALwd- 0, a,)1,- Lot: Block: Subdivision: Property Holder's Name: Location Address: 9&)-, Mailing Address: Under my Florida Construction Industry Licensing Board Registration number - CPC 032557 Champagne Pools of Central Florida, Inc. Michael D. Manley Certified Contractor Sample Signature of bearer must be Signed Prior to presentation for permit.) State of Florida County of SEMINOLE The foregoing instrument was acknowledge before me this 0 D fOL/ by MICH D. MANLEY , who is personally known to me. Nota Signature Indira Go.,=alez-Rows Notary name typed or printed INDIRA OONZALEZ-ROSAS Notary Public, State of Florida My comm. expires Mar. 30, 2008 No. DD305396 Bonded thru Ashton Agency, Inc.(800)451-4854 CITY OF SANFORD PERMIT APPLICATION Permit # : .Date: Ill Job Address: A Q Description of Work: i001 I Historic District: Zoning: 1 Value of Work: Permit Type: Building Electrical __ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: Construction Type: # of Stories: /#'o, ff Dwelling Units: y Flood Zone: (FEMA form required for other than X) Parcel #: a cpop b p1 JD (Attach Proof of ownership & Legal Description, rs Name & Address: Name & Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: Contact Person: Phone: Phone: Fax: L 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: ' por Questions or to Ptck Up i-, accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. + Please call Charlene Lopez =) RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE 32t-239-0253 -ND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERED .ouFs EMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicab this pro that y?befnd in the public records of this county, and there may be additional permiu required from other governmental entities such ater anage ent dis ' ts, encies-- jr federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requir ents k rids . S 7 . Q ;' •••• U b Signature of Owner/Agent Date S, to gen to i Print Owner/Agent's Name Print C gent's Name Signature of Notary -State of Florida Date Si o Notary -State of F rida Owner/Agent is _ Personally Known to Me or Contractor/Agent is ersonally Known to Me or 3 Produced ID Produced ID i•ouw••••q APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: a e 4 ( Initial & Date) (Initial & Date) (initial & Date) Special Conditions: S" vi__--- County Building Department 7 --- - f)AIL Gentlemen: Kim 1 h irer of this letter) m print my name and sign his ler own name fora constrUCCIOn permit from your Dep< rtmcnt for Electrical on the property described as Lot: Block: Subdivision: Property Holder's Name: V i ',—UV V U b lU G JVj X—,eJ--' Location Address: ` ` Q 'Jl ` I( (3k Mailing Address: Under my Florida Construction Industry Licensing Board Registration number - EC_0002249 Clvnipagne Pools of Central Florida, Inc. County of SEMINOLE The foregoing Instrument was acknowledge before me this by x A Ro cJI Ais personally known to me. Notary Signature Nor,iry name Typed or printeMOM WOMd 4w ofR RoOd a Notarll Assn, Nm p ..................... N..i Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL jo erninole Cn+rnr t Flra f,r rtjY rr A,I I XrVices 1101 R. Rind Sc Sanford Fl.32771 40 7-o65-7 ilk. GENERAL Parcel Id: 23-19-30-502-0000-0250 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 242 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL t Q Back [ f r 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: 0 Depreciated EXFT Value: 0 Land Value (Market): 26,000 Land Value Ag: 0 Just/MarketValue: 26,000 Assessed Value (SOH): 26,000 Exempt Value: 0 Taxable Value: 26.000 2004 Notice of Proposed Property Tax SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant 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 25 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 TE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JusYMarket value. http://www.scpafl.org/pls/web/re_web.seminole_cotmty_title?parcel=23193050200000250&cpad=V ENE... 8/30/2004 1111111111111all 11Elm IIM1MIm0gl®lag ofsoalits eun am PRLPAREU) BY: PERMIT NUMBER_ TAX FOLIO NUMBER CHARLENE LOPEZ CHAMPAGNE POOLS OF 5497 BENCHMARK LANE SUITE. # 101 SANFORD, FL 32773 RAL FL. MRYANNE MORSEL CLERK OF CIRCUIT COURT SERIINOLE COUNTY BK 05438 F G 1795 CLERK%S # 2004137117 RECORDED 08/31/ 4 I1WI:420 P RECORDING FEES I& M RECORDED BY S O'Kelley NOTICE OF COMMENCEMENT STATE, OF FLORIDA COUNTY OF lie UNDERSIGNED hereby gives notice that iniprovetuetrt (s) will be nrnde to certain mid reel properly, and in accordance al. !'L... r .. 11 1 I;L..LIn C.n e Lo f.11..u,iur. infi—mnlinn if nrnvirinrl in Ilric NlltiRP of ('nn mrnrrmr nl DESCRIPTION OF PROPERTY ( legal description and street address if availnble)1 A 5 vtrlcli a_n Belt g GENERAL DESCRIPTION OF IM-PROVEMENT(S) POOL OWNER INFORMATION Name and Address i Interest in Property ( fee Simple, Partnership, etc.) i NAME AND ADDRESS OF FEE SIMPLE TITLE IIOi i DER (if other than owner NA CONTRACTOR INFORMATION Name and Address CHAMPAGNE POOLS OF CENTRAL FL. 5497 BENCHMARK LN. STE #101 SANFORD, FL 32773 SURETY ( Bonding Company) Name and Address_ NA —I TIMED Fro' arT—COPii WIARYANNEEiW10RSIS g, r"iII i"f. Amount.of Bond LENDER Name grid Address NA Person within the Stale of Florida designated by owner upiin whoin notice or other documents may be sery rrd4`ici d tion 713.13(1), ( a), 7., Florida statutes lame and address) — -- in addition to himself, Owner designates or _ to receive a copy of Lienors Notice as provied in Section 713.13(2), b), Florida Statues Expiration Date of Notice of Commencement NA 11te expiration date is one year from date of recording unless a different date is specified.) Signature of Owner State of Florll j County of (- i i The foregoing instrument was acknowledged before me I MwL., this bY...,....--Vwhois personal) nown to me. NOTARY PUBLIC SIGNATURE MAMMALL S. WEINER Banded ttuu (800) 492-4254' e` ...Florida Notary Ann., Inc. ...... ........ .............:.:,.- NOTARY STAMP Permit'# Residential Swimming Pool, Notice. of Requirements I. (We) acknowledge hat a new swimming. pool, spa or hot tub will be constructed or installed at and hereby affirm.that one of the following Please Nnt street Addms) methods will be used to meet t requirements of Chapter 515, Florida Statutes. please initial the method(s) to be used for your pool) The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29 The pool will be equipped with an approved safety pool cover that complies with ASTM F1346-91 (Standard Performance Specifications `for Safety covers'' for Swimming Pools, Spas and Hot Tubs); All doors and windows' providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self -closing, self -latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of,final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemeanor of the second degree, punishable by fines up'to$500 and/or up to 60 days in jail. as established in Chapter 775, F.St NTRACTOR'S SIGNATURE & DATE OWNER'S SIGNATURE & DATE Michael'D. Manley, CONTRACTOR'S NAME (PLEASE PRINT) OWNER'S NAME (PLEASE PRINT) L_ _..._-. n._-.... FROM :MORRISON HOMES FRX k0.':4073301125 Aura. 20 2004 09:01RM P1 I c. n 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 end Mapping LINE BE`fiq4(9f Survey DISTANCE L I S 89-d9'43-W so. 00 * L 2 N 8.9'59'43'E 50.00' NARCISSUS AVE. TRACT (j In)aDDITIONAL RIGHT OF WAY LI LOT- 25'___' 0 f979 dKYORKSHIRE *A & 8- ir N. Et V InZ45. J LOT 24 LOT 26 140.0,w 0 12.7 o 21.J' t Vi ry In 41-M 186. 78' V L2 LA S P.C.P. P, C' P. 8',.9 REFERENCED BEARING CIL VENET I AN BAY CIRCLE C1 TY OF SAWORV (50' RIW) ' TRACT .-F- PRIVATE ROADWAY LEGALVESCWTM Lc,I25.'V.E_NF_TIAN. BAY accaning to the * thereof as recorded in ft Book 6.3. Max co".XT - 84 04 of 84 88 or the Public Records of Seminole Comfy. F6-ira SETBACKS. pages Front -25 Rear 20* SITE DATA FLOOD HAZARD DATA- The Parcel shun hereon ;9s within Food Zone 'X: Side. 5 ' Corner 15' AMWOUS SO FT. occordnq to the Flood lutntwe Rote M, Co 'I Pawl NAer Vritw Lot Width 50' -LOT 50. FT. T' 120289 0 0 3 5 E. Doted 0 / 1 71 5 1 M P F R V 10 U S ARE4 - 3077 50. FT. City of Sanford CoffxfKxwfy NAer 120294) Note' 9 1 sham hereon am referenced to the C/L BAY ClUE bell S 89-5943-WofIx Fb*d Zone Jet&74m?bn mat performed by 7TNc pbf t from Flood hsuvxo EngineeringdarwnisbasedNGV0JnRareMyFEMA % I'sold swveyhq vas pe amd by this Firm to Verrkd an perprovidedb ohs the exact rans, location i:sm &; be deterW ed ky w elevop;bn cons fruction plops _6s by h4pol Hi I I v r study. We mum no rerons6ity for ocrud f" conallions colicim" FM pa-cet Job Nj&ar 2001. General Notes., Survey in the field on_f&05. Legend1. 77iis is a BOUNDARY performed 2, me aerial. sudke or subsurface UhRy Jh3faltations, underground improvementser 0 Temporary Dondimark O.R.13L Oftlol Rooar* Boo* subsurface/aerlat#ncroachmonfs, iforly, were located. X$umeddolum) Pe P1*1 Book 3. Buitding ties shown are to the exterior unfinished rourldellon surface or formboald. Bow ; ck of s A*walk PC POW of Cunfalm CentswoCA . M 4. Etovations shown hereon, 9 any, aroreassumedandwereobtainedfromapprvvvtfAControlor (0oto) Angie P. Q PCCP. PaFWrof CompoundCwNefure mAnt"I C* Abw Poimf Conw(rvd;oA plans provided by the Client unless otherwise noted, and are shown CALC weviefoo PG. Pope only to depict the proposed or actual difference in elevation relative to the assumed cc Chad eveding. P.P.M., Pe"on"I Refomm Monument temporary Benchmark shown hereon. Co Chad Pit PAW4 U" 5. The pqM& j shown hereon Is subject to sit casements, reservations, restnictlons, lend C.M. Concrete Atonmwf. P.O.B. POW 7B%;:W*0 Rtgh(s-of- way of record whether depicted or not on this document. No search oilho EL. or ELEV Elmlion (Proposed) P.O.C. PW of Commencement FINAL EL EI* Mko (Mcasiomd) P.I. PoNol'kilti3odign Pubik Rkords hea been madd by this office. FD. Found Pr. Pant UIRMIse CWVVIUM I$. The legal description shown hereon IS 2S AftrIsW by client. Fin.Ff. Elev, Fkiished Floor Elevation Pr. ~I orlalve-ly iron Pee' 7. Platted andmeasured &sIdnCe2 end directions are the some unless otherwise noted. I.P. R Raous PXds' B. copiesOf this Survey may be made for the original transaction only. I./t RAO Rafflat LIAO a Denotes )J* Iron rod will) emow pfailk cap marked L84937 or LS3182, or L Am Longm RES. Residence le -Witness Center. unfois otherwise noted. LB 1.1conjed Business RW fthl-away VV harm rodwilhredprasecapmarkedL& o Donalos P. C.P. (Permanent control Point) MaLand Surveyor Tom n Maarw*d Tye TypiT@MP"ry#"Chm4** cal 0 CI&nofaa Permanont Reference Monument N'O(N40) Nag endDail Fame syrr" (see dk2wft) 0 2004 Henn & Asitocialos Inc. All tights reserved N.R. Not ROM CItrilftmolon! Not " "thout !"Afgagurp qnd Me o0pinal raIsodses) prove by: AM of. r4adda licensed Sill f ,Pp chocked 6 Dp This survey rnow, Me re nft of U1@ a Minimum TechnkW rfoparivo ;,off WAR I $ON its JIM 06nIA"Od for 4101 Mori& AdMNIISfrof CDC10. Oetch of Legal Desc'ription Job Nymbef: 02-017-02 This is not a Survey Plat,pian performed: VI- QS-04 Mode Change: 06-if- 04 A. Werc 00 og S Wvo"yw Fov:dvt;cn Servey.. owse C. Privor"volecki P.S.W. Rogist swvoyor and Mapper W 5030 Fin I $Wrvoy. VM;B", R. wax P. S-AA. ReeWMd Surand MODW M. 6092 Asomfolas Mc.. Me 4037 PLAINIS REVIEWED C OF SANFORD U OFFICE CO"Y4 E A PREWIRE AQUASWITCH 12" DONDBEA SET FILTRATION TO BUILDER FRED SUPER PREWIRE SUZI POC NORTH E VROE 17-92 TO THE OFFICE MARSHALL DESIGNER COPING FLAGSTONE AND URDLS PAVERS APIEN RANDOM COLOR OAKRUN Tile code LAKE MIRROR Step & Bench MATCH Tile Distributor TILE SUPPLY ALL TILE GROUT IS WHITE Darker color Grout bleaches out Interior finish NATURAL SCREEN INFORMATION Screen color & style BRONZE AJ20ME Doors & Gutters TWO Required Wall Ht. & Kick plates 10' NO Aluminum roof style NO STACKED STONE 7'LXTHX2'D WATERFALL PAD 19' TOTAL FINISHED AND FOOTERS 81' THICK PAVERS 452' WASTE 45' TOTAL PAVERS 497' MORRISON LOT 25 VENETIAN BAY aLix (3'y c - SANFORD 32771 Permit Office: SANFORD Home Phone Work Phone Cell Phone VENETIAN BAY Entry Code: IT , "I_ . ® o Type Dig ? Std. Dig & Haul Dirt Rmvl Tree Removal ? Stump Removal ? tNIAPlantRemoval ? Concrete Removal ? Sqft N/A Saw Cut ? Lft N/A Fence Removal for Access? N/A Fence Reinstall ? F N/A Sprinkler System Capped Off ? NIA Sprinkler System Reinstalled ? F NIA BARRIER FENCE? yes Lft 33 C.P. ALUMINUM POST COLOR ? BRONZE MESH COLOR ? BRONZE ALARM SYSTEM ? N/A BY: Window Glaze ? YES 1 C.P. DESCRIPTION DATE IS C.O.# CLEAN VIEW j — DOUBLE STEEL FROM A TO B rr3'6"Depth 24' OF UDRLS ROCK e 16 ft. 6 in. -2 J 17' OF FLAGSTONE COPING Vac A 9- 1 40 ft. URD URD RD URD URD U 1. R 9 U PL 3'6"Depth 0 W PAVER DECK 12'. 00 347 16 ft. 6 in. X = 17 ft. 6 in. 04RD o . FLA HE 41' UR 4, URD D RDL RDL LANIA TEM URED WINDOW BY MATCH POOL MORRISON DECK PAVERS 105' AND BONDED BY CP 1f%LU-nff-J AQUASWITCH - MORRISON HOMES LOT 25 VENETIAN BAY YORKSHIRE GARAGE RIGHT CUSTOM SPA STEVE AND KIM 5/28/04 nMEMO SPA SIZE 7 X 16.5 SPA DEPTH 3 X 5 SPA r perimeter 41 area 98 perimeter area Fountain perimeter area TOTALS perimeter 41 area 98 Swim Outs # Total Lft Steps Lft 30 Beach Area Sqft NO Double Steel - A to B Pool Gallons 2,940 PUMP TYPE Jandy Stealth H.P. 1 1/2 FEATURE PUMP? H.P. NO Filter Type Jandy CL340 Sqft 340 2" Main Drains Two White 4' apart 2" Skimmer One White 2" Returns Three White Pool Light FX COLOR REMOTE Pool Grout Color White Install Cut Ins For Rope & Float Hooks o. s Spill Over Type NONE 2" Main Drains Two White 3' apart Spa Light ,COLOR Therapy Jets 8 Air Blower YES Pre Plumb Jets NO Automation Aqua Switch Pre wire YES Spa Side Remote Type NO me Type Htr? Propane Size GAS LX 400 N R RWOai. ow, S+ Deck Edge Type STONE Concrete Deck FINISHED 81 Sqft Existing Lanai Textured Acrylic Sqft Coping Lft Planters 12 Sqft Pavers Thick or Thin THICK 347 Sqft Existing Patio Thick or Thin THICK 106 Sqft Pool & Patio Total Including 10% 497 Sqft Paver Boarder - This is Included in Sqft Above YES Lft Deck Drains I YES 40 Lft e ® oo :: Bo' Raised I.D. Beam At 6' Increments Lft Tile Notes For I.D. Step Risers At 6" Increments Lft Riser Info Cantilevered & Tile All Risers Turn Downs 10" Lft 16° Lft 2 2 " Lft 8" Screen Footer 62 Lft Pilasters Pool Cleaner Type NONE Chlorinator Type Menu Management Ozinator Manual Vacuum, Telescopic Pole, Leaf Net Brush, Water Test Kit & Start up Chemicals Hand Rails- Fig 4 No Other Fountain Spill over Light Sconce, TH X Y H X Z D STACKED STONE WATERFALL WITH SUPPLY LINE Per j NOMINEE INS tEMGTN WATE c.[1NE LIG 4" NOM. "FIBER MESH" CONCRETE DECK W/ SLIP _ RESISTANT TOPPING ON COMPACTED GROUND r JUNCTION BOX W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL) I ( (BY OTHERS) 1 # 3 BAR CONT. W/ 5 " 40 MIN. I 5 w STEPS WALL— W/ 8" x 8" BOND 8" g w nag 8' MAX.BEAM USE 2 # 3 BARS CONT. MIN MAXIMUM RISER =12" 6 " MNIMIJWTREAD = 10 " (240 SQIN.) SUCTION INLETS SET INTO CENTER OF STEEL GRID AT POOL DEEP POINT PEE L L SECTION MTN= LM THAN tON1 1 owl `I STFM=r= EVACUUM ATTACHED DRAWING j ' c`"` REGARDING DUAL 7i r'OK MiALL NLET SYSTEM AND ELIEF SYSTEM 78ARlAT/- 0.GEACi1 rtCs3. TeX X37W THE COM AAC'SOII YU/T RAC! ALL VM N "ll FM WALLAT N YOUR T" M S 1010M OM CE M N 9011101RC710011 01140 C1011CAL ARM AM DO FOOL SHUL WALL $HALL r COIIiT1 == AT / NC11 T1SCKIML lIN VOL YAT AM SHBL YOU SNALL NE ECT9D®AtaNQ TIR 0.11CAL AIYA AIp TO A FOiR MI.CII a MATE1 TRAM TMI: WM A/11Y IMR 0WAMCt AS CUMIN® /Y 12411 CW t 1 Y1i1106 - TYPICAL WALL AND FLOOR WITHIN ANGLE OF REPOSE t.- ;— AWG COPPER WIRE TMUECLOCK (— I JCT. BOX 4' MIN T 8 " MIN f SPST TOGGLE SWITCH / I W. P. DISC 12 V. TRANS VW 12 V. SYSTEM 0% - - .. __ I I fi4 084. rl 1 --2\ 18 MIN. Tb TOP OF LENS 1 \ MARBLE PLASTER FINISH I I OUTER EDGE OF 11 DECK TO CONFORM I WITH LOCAL CODE II TO TRANSFORMER BY OTHERS) am- T U. L APPROVED 120 VACr300W POOL LIGHT W/ GFI OR 12VMWN POOL LIGHT W/ LOW WATER CUT OFF IN U.L APPROVED GREY PLASTIC FORMNG SHELL W/ NO.8 BOND PER N.E.0 l_ STEE _ TEX FORM (OPTIONAL) 3 BARS 12" O.C. EA WAY p9T U&IML DETAILS ALL STRUCTURAL, nLTRATICN. AND f•LaCTMCAL Mr—QLS CUTUN® IN THM DRAWN= ALSO RSA-M TO SPA CCNSTM=C:N w I 1. MAIN DRAIN LINE 2. SKIMMER LINE E 3 VWSTE LINE I J LINE appRREBRETURNCLEANING LINE ( OPTIONAL) bl../'90 PUMP 5 ool 4 3# 12 1212 W VW LOW IN 3l4 " COND ALL ELECTRICAL ! OR WATER VAC CUT- OFF SHALL CONFORM ! VW PER N.E.C. ART. SILO N.I—C. ' U, ECTKKAL MAGmommommoon RAMMIN. 2" COVER O.VERALL BARS e" TILE 10 3 BAR CONT. V1/ Sr WWLLLr waxer BOND BEPUUSE2l3 50It8 CONT. BRICK DECK' OVERPOUR ( I ROW) ALTERNATE _ BEAM FINISH DETAIL 3 NOT VALID WITHOUT RAISED SEAL C — B - A F I JAN 12 2004 DATE 2 , _-- I d" GENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTORS POOL PLAN' 2. POOL WALLS SHALL. BE 3 "THICK AND FLOORS SHALL BE 8 - THICK AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS CONCRETE DECK SHALL BE 24M PSL CONCRETE CONSTRUCTION . WILL CONFORM TO ACI STANDARD 318. 3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 2001 AND ANSI NATIONAL STANDAR0-5 FOR RES90ENTIAL INGROUND SWIMMING POOLS AND ANSUNSPI NATIONAL STANDARD) FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS. 4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 3. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40, REINFORCING SHALL BE 0 3 BARS AT 12 - O.C. EACH WAY WI 1S- LAP JOINT IN WALLS AND FLOORS UP TO V. OVER 8' USE 0 3 BARS AT 8- ON CENTER EACH WAY IN THE AREA OVER 8'. i e. ALL METALLIC POOL FITTINGS WITM 3 FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING STEEL WITH N18 AWMG COPPER WIRE NIB AVMG COPPER WIRE TO BE RUN INTERNALLY AND EXTERNALLY WITH THE NEC APPROVED PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN. 7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE 'BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFiLLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE. MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 8. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS IF RED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 9. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EAESEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR ANDIOR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 10. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQIwMBNT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES.. 11. WARNINGS TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE A. MR a LINT STRAINER B- RECIRCULATOR PUMPWF_ DSON, RE w C. FILTER Sa LER SYSTEM Q IN-IJNE CHLORINATOR tVEE TER (CO ONAL)RiL F10RIQA 32752VALVE 7)657-4133 F. ANTI BVTRAPMEW SYSTEM MINIM Champagne Po Sr 5497 Benchmark Ln. wh Sanford, FL PANS Rid w TEL ( 407) 330-5049 CITY OF SAI F Aid RESIDENTIAL SWIMMING POOL MASTER SPECIFICATION DRAWING FOR CITY OF SANFORD HOT TO SCALE' DWD BY- GHS 11-cum LMTME ws%CM VACUUM Rr mG SUM ..__.,_..--. Mac tr AXnVCRM r r Mr SWMItNG POOL SEpC,T ION VACUUM U E ALIERmA E wnONA4 TIN SAFETY VACUUM FTT1tNG \ / J S tt"2 Mac tr AINITWOKM VE VACSUUMUNE opnoiw4 w SAFETY VACUUM RTnmo \ tx- tr i r VEN SUVIMMNG POOL SECTION ALTERNATE •ir RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS ( 4) WATER _ DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS _ } IN ACCORDANCE VATH SECTION 424.2.6.6 IOFFLORIDABUILDINGCODE TO PUMP I Coves saA .. PUMP r/ A VE S OUCTION wtETs ' rah MAW or+ArMq SPA SECTION at. A SKONdER AKnvoatfx COVER r ro%. VE0 re ` sucnoM, *Lff suanam wtm (Low oRN M .. Wo DRAM SPA SECTION Al TERNATE -Er AN ALTERNATIVE VACUUM RELIEF DEVICE; IN sTCU.M _ ADDMON TO THE SYSTEMS SHOWN, WOULD INCLUDE AN APPROVED VACUUM RELEASE SYSTEIN SUCH AS THE VAC -ALERT."- SVRS SYSTEM Le. ORM vet I ATTACH PLACKARD V*UCH 3TATEs SLICnow wLET THAT VENT 93 A 3VMWgNG POOLP"w cum" SAFETY T PERE Eye D SHOULD NOT SANG POOL_ SON ALTBtNATE SUC7,eu Y rr evr*va MAYALTERNATE -C- NCLeMDE t ON THE BOTTOM AND ONE ON THE YerTIGL WALLARVERiTMAONE EACH ONTiIW 12I VENT OOVMt MAY BE *UTTERKARATEVERTICALYITALL DRAW SUCH An HAYWARD VEITTTO ATMOOPHERE 30 VENT MODEL 3P-1OHI VALL NOT BE BLOCKED BY DElMM B6ECT INFE3TATION.OR soy ELBOYIISWALOONTAMINATION . COVER MUST CLY)H l%' a VEMr prE AMMUL EAt1ZM3- a- MwwA no T ra iT M It) TOLERANCE IS•_ r VENTED COVER SUCH AS SIOER COVER W/ COLLAR VENT AIrTD EXTENSION SET CAP FLUSH W/ DECK . DECK- TO PUMP 8.0 PVC SLEEVE l- EXTENDED FROM COVER COLLAR VENT IN DECK. CAP a. MIN THREADED EXTENSION. COUPLE DECK TO PUMP 4 OFF DECK. SECTION VIEW INSTALLATION OPTIONS mmnm u 44=11061 INLET masr,. , r o cRADM; 3 JAN 1 2 2004 TwA ovTNcs t - a a DEra>. COMIEG71oN - t• — ATU0948W VWr pM LIBMTH r o IO MtIM tV MAXIMUM . it oRAWNO TO SUPPL9lENT ONIRAcTo" 3PECIFlG ,,w, * ALL SUCTION CDRAWN a ON FILE -. prm-ra y, TO PUMP s::, TW NA=AIw vAcuuM VAM am E NO U&MMUM suenON ME VELO(= suw REED AND TO REL.EAW 1 T IVE 3crtoMrsaR'EcPM DUAL SUCTION INLET SYSTEM A8Mm1RAPMENTOBITwcmim PARK, R- 32782 9< ATMOSPHERIC VENT SYSTEM WCHMOFy s DS ( e67 133 FAX: ( 4Ma6T•4133 P. 4'8W w IL IL WATER LEVEL TYPICAL POOL AND SPA INSTALLATION SUCTION FLOW FOR RESIDENTIAL EQQL = 6 Fps SUCTION FLOW FOR RESIDENTIAL QM = 6 FPS CONTRACTOR MA PIPE SIZETOMEETTHESEREQUIREMENTS FRICTION LOSS FROM PIPE ELBOWS PIPE 45' 1 90- SIZE ELBOW I ELBOW 1 X' z 2- 2W 6• 2 %* T 6• 3- 4- v 4- S 12• 5- 8' 14• PIPE LENGTH TO VE U m -L- - ELBOW FRICTION LOSS E)(AMPLE: THE MA) aMUM PHYSICAL PIPE LENGTH FROM MAIN -DRAIN TO VEII IF USE 2. 0 PIPE W/ 2-90- ELBOW^ AT 6 FPS IS 54, — IZ = 4Z VACUUM SUCTION ELIMINATOR — VE II A VE it IS REQUIRED FOR EACH PUMP PLUMBED TO AMAIN DRAIN Champagne ;vm& &.5, A& A 5497'BenchmarkLa. Sanford, FL TEL (407) 330-5049 MASTER DRAWING NOT TO SCALE DWD BY- GHS IN J i COUNTY OF GEMINOLE \ / / IMPACT FEE STATEMENT ISSUED BY CITY OF GANFORD /\ STATEMENT NUMBER 104-76065 DATEn BUILDING PE1611T UNIT ADDRESS;: TRAFFIC ZONE: OURISDICTIONc PLAT BOOK:. PLAT BOOK w0b; APPLICANT 1! 0.;R; ADDRESSa LAND USE CATEGORY: 001 - Single Family Detached Howe TYPE USE: Re5identia1 WORK DESCRIPTION: Single Family House: Detached - Construc+ioo FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL - DUE TYPE DJ: ST SCHEDLLE DESC. UNIT OF UNITS . | ROADS , ARTERIALS CO -WIDE Q dwl unit $ 705.00 1 $ 705.00 ' ROADS ' COLLECTORS NORTH O dwl unit $ 142.00^ 1 $ 142.0O LIBRARY CO -WIDE O dwl unit $ 54.00 1 34.00 SCHOOLS CgnWIDE O dwl unit $1,384.00 1 AMOU~ DUE 2,205.00 R E CA I (W E`6`N"i'0 SIGNATUmov_ TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ~ ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, , TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST Bj EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVINt.j SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORB, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVE OE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK 8R MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT*******************$ Permit #:. V q —' 9 3 T e Job Address: CITY OF SANF'ORD PERMIT APPLICATION. D te: c[c,e Description of Work: Historic District: Zoning: Value of Work: $ 13 ',_l9 ' o Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS_ Addition/Alteration Change of Service Temporary Pole _y_ Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential . Commercial Industrial Total Square Footage: `41/ • Construction Type: GM # of Stories: e—'* # of Dwelling Units: _ Flood Zone: X (FEMA form. required for other than X) Z3-19— 30- SOZ— 0000— Q 0 g p Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: (7mV&w 1 /01 /G.5 /+ J e/ Gn/iruNAIA IAAIG_4 7/Y5, MAJr1 N0 27S1 Phone: -4 O7 6217elo Contractor Name & Address: % Fs. 1140A Z 11044C/S01i fOIYlES Fir add c 4/v S[atcrtic se runber t/`+ V Phone & Fax: D / O S/ tD Contact P rso : +V I ,Ak Ari Ph'Ie), :. 7 SKIN 0 Bonding Company: IVA Address: N Mortgage Lender: ti4 Address: _ / Q , ,, i .., i,n , --r• — F9' Architect/ Engineer: tr X,/ ^ a y ? 7 t o [ ' PPhone: Fj` j Address: da A l??Mt dr, rL O(7 +fit :' Applicationis hereby made to obtain a permit to do the work and installations k dtcated. I n at no work or installation -has enced prior to the issuance of a permit and that all work will be performed to meet standards of al egul ns ruciton in thisjurisdiction. 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 FORIMPROVEMENTSTOYOURPROPERTY. 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 per 't rification that I will notify the owner of the property of the requirements rida Lien Law, FS 713. e h0 og 0 c1 Signature of Owner/Agent 01Date Signature of Contractor Agent 4Date o c co N $ Print Owner/Ag s LU m Print Contra a Name a „ = a Q *De St na -Stat Florida atwSignature e oloridagUJ ;t~ w m o o Owner/ Agent is Y Personally Known to Me or Contractor/Agent is Personally Known to Me or 14:• od _ Produced lD MA Produced ID /4 j •' tiu 10* Utilities: FD: APPL ATION APPROVED BY: Bldg: b Zoning: initial & Da e) (Initial &Date) (Initial &Date) (Initial & Date) Special Conditi A (hAecla&, nce C. rr. Cony P sz- qo ,(0 AROW Mal CLEM OF CIRCUIT CUT SMIN&E CO1M Bits 05254 PIS ID 965 CLERK" S 1 2084 0514 9'9 RECOM64/W 061154t39p" 6.0 Permit Number: ( i D holdea t Prepared By Daphne Clark and P.O.Box 784283 MAf YANNF MORE Return To: Winter Garden, FL 34778-4283 -ftlRK_OF CIRCUIT COURT. E. LE COUINI FLOb l`€ji NOTICE OF COMMENCEMENT. -- State of Florida. County of Seminole. AFF The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. n / Street Address !/%l%%/U c l .Sanford, FL 2. General description of improvements New single family residence 3. Owner information : Name Morrison Homes Address 151 South Mall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name h ARE Y— FAf— OH Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N. A. 7. Lender: N. A. 8. Persons within the State of Florida designated by the Owner upon whom notices .or other .documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself ; Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13( 1)(b), Florida Statutes. N.A.. 10. Expiration date of notice of commencement : One year from the date of regAkg. Date Signed: Signature of Owner's Agent, MAMY MY, Sworn to and tbscrib,246kWore me this by Maria Lisa Steiner, who is personally known tome. CIAO MY COMMISSION # DD 2*11 Signature o ary: . Notary Seal: * * EXPIRES: June 27, 2007 11SI 'e Bonded Thru Budget Nate+Y S4111` Seminole County Property Appraiser Get Information by Parcel Number http://www-scpafl,org/pis/web/re_web.seminole_county_title?PARCE... PARCEL DETAIL a t, ScmiintAe COutliv kyv rr r vo rraow r rt trictt 1 lot F. Nlrat ter. 110rd d! 1?,pG_7i1H GENERAL Parcel Id: 23-19-30-502-0000-0250 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City, State,ZipCode: MAITLAND FL 32751 Property Address: 242 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision d Back P 1 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $26,000 Land Value Ag: $0 Just/ Market Value: $26,000 Assessed Value (SOH): $26,000 Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 25 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 TE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax if you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1 of 1 3/18/2004 9:51 AM LIMITED POWER OF ATTORNEY DATE: v/4 lb I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES, EACH AN AGENT OF: MORRISON LULa TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER -- SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. NIAREKBAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER) The foregoing instrument waaclnowledged before me this DATE: BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA S sirrvgea 3 CHERYL A. LONG COUNTY OF ORANGE. e My COMMISSION # DD C05206 EXPT IRES: Apr 18, 2005 1- 8CG'8,-N0TPRy F02 Y- SIGNATU&QQF NOTARY': NOTARY SEAL. REVISIONS PERMIT #{ C193 DATE ADDRESS (;Majoqj (/Irde- CONTRACTOR PH tD I ay-DlJ7 FAX DESCPRI ION OF REVISION: XA&wap- 1 aryUTILITIESX' y FIRE JI 11 0 8 2004 CITY OF SANFORD PERMIT APPLICATION Permit # Job Address:.: Description of Work: Historic District: Zoning: Value of Work: Si A02—,.1 7' • Permit Type: Building _Ne_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V11* Commercial Industrial Total Square Footage:,?,%,? • Construction Type: GM U# of Stories: # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel#: Z3-i%! 3 0— d 6*0 /2—(,0000 N & Address: ,9QiC/lSQ/y // MI-55 Attach Proof of Ownership & Legal Description) Owners ame S! 5041rH,'yU UtN#ZC T M /TU4NQ, jG 3Z75/ 11 Phone: 407 62 Oo 7'' Contractor Name & Address: AAeCk 4440AJ'f/'i 4ddrel uQ • State JLicense Number: cgr, L / c6 q/, Phone & Fax: Q 0 1 7 0 S7 4 Contact Person: dJ/ ,0015 C.cr7J Phone&07)Q / `` Bonding Company: /V111 Address: NA Mortgage Lender: Address: / D, Architect/Engineer: MGd Phone: f 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 NOTIC; OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 1. 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 ware management districts, state agencies, or federal agencies. Acceptance of it is verification that I will notify the owner of the property of the requirements o rida Lien Law, FS 713. a N$ o Signa ure of Owner/Agent Da Signature ' f ontractor/Agent ate .. z U A/14M Print Contr rs name o LU N it -Print Owner/A Lr I o ¢ Signatur o to o orida D to Signa otary- rate of Florida ate 11 o, 8!I ro Owner/Agent is v Personally Known to Me or na •• bed — Produced I D NA hu°, AP.? AT10N APPROVED BY: Bldg: 6 Zoning: Initial & Date) Special Conditions: Jo • d Contractor/Agent is Z Personally Known to Me or 0.. Produced ID N/4 initial & Date) dgPhNeclacnc@ C'/•11:cori Utilities: F D: Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Num ° ` . b. . ber http://www.scpafl.org/pls/web/re web.seminole_county_title?PARCE... PARCEL DETAIL Cl Back D a Seminole Cieunty Pkpen y t rprairc rrbVires 11(11 9. First St. Arifcjrd P1, 31771 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0250 Tax District: Sl-SANFORD Depreciated Bldg Value: $0 Owner: MORRISON HOMES INC Exemptions: Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 Land Value (Market): $26,000 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address::"242'.VENETIAN-BAY CIR`SANFORD-32771" Just/Market Value: $26,,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dot: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vacnmp 2003 Taxable Value: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant 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 25 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on JusbMarket value. 1 of 1 7/7/,004 8:05 AM LIMITED POWER OF ATTORNEY DATE: JUL - 6 2004 I HEREBY NAME AND APPOINT: EACH AN AGENT OF: TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORME9 AT LOT NUMBER : SUBDIVISION: ADDRESS: C AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this : DATE: JUL - 8 200k BY: MAREK BAKUN Who, is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. AIGNATURE OF NOTARY: cit aoonn000aaonccu9ao ooppawe o eppanoWWooap0.ole/npano,+ayya a Io aoonaoo gip' e eea nis can•7F)i 43t NOTARY SEAL. r fl'c s zaruon cc tYtrougf' 2W"'-Zm ...................... Fladda 'NOt8ri'A.Ssn , a....... Gou.o.e....a.. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping L I NE BEAR` k f Survey DISTANCE L I S 89°59'43"W 50.00' L 2 N 89°59'43"E 50.00' NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY LI LOT 25 o 5.500 SO. FT. o N PORCH O 15.3' O nc r o a r O 1979 O o y O YORKSHIRE -A A B- nm SINGLE FAMILY RESIDENCE — n FIN. FL. ELEV: 15.3 nm LOT 24 V a o coin LOT 26 Rl o m y n m 65.0'D El m 40.0'W O O a6.0 O 12.7 o O O 1.3 O 011 01 186.78' L2 Iv O PLANS REVIEW _ P.c.P. S 89° 9'43-W t 574.DO U REFERENCED BEARING. ®® CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT -F - PRIVATE ROADWAY LEGAL DESCRPTION• Lot 25. " V E N E T I A N BA Y according to the Plot thereof as recorded In Plat Book 63. at Pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone -X- according to the Flood Insurance Rote Map Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Flood Zone determnation was performed by yrcphc p/ottiiq from Flood hstrance Rate Maps pprovided by FEMA. No field slrveyiny was perf-ormed by the F-m to determine the Zone. The exact zone location can only be determined by on elevation study. We assume no responsibility for octud flooding conditions concerning this parcel 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.!e,21descriptio!1 shown hereon is as furnished by :!ien!, 7. Platted and measured distances and directions are the same unless otherwise noted 8. Copies of this Survey may be made for the original transaction only. 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) Denotes Permanent Reference Monument 2004 Herx 8 Associates Inc. All rights reserved Certification: Not valid without th ature and the original raised seal of a Florida licensed Sury r nd Mappe This survey meets the reqQui nts or the FI ida Minimum Technical SPdndards as contained Ih C ter 61 G I Florida Adrninistrafivq Code. William A. Herx, P.L.S. Florida Register Land Surveyor No. 3162 Darae L. Przemieniecki, P.S.M. RegisI Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Su a or anU Mapper No. 6092 Herx 6 Associates Inc., State of Florida 8,4937 SETBACKSMax Coverage - 64 Y Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' WERVIOUS S0. FT _ 561 Minimum Lot Width 50' LOT S, FT. IMPERVIOUS AREA -3077SO.FT. Note: Bearinggs shown hereon are referenced to the CIL of VENETIAN BAY CFCLE as being S 89°5943-W. Vertical datum is based on NGVD per Engineering construction plats by Neal H i l l e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark OVR O.R.B. Offset Records Book assumed datum) PB Plat BPlatBookBOW Back of sidewalk PC Point of Curvature CIL Centerline PC. n Point ofCompoundCurvatured Central or (Delta) Angle P.. C.P. Permanent Control Point CALC Calculated PG. Page :- CB Chord Bearing P.R.M. Permanent Reference Monument CO Chord Property Line C.M. Concrete Monument R 0. P.. Pointof Beginning EL. orELEV Elevation (Proposed) P.O.0C. Point ofCommencement FINAL EL. Elevation ( Measured) P.J. Point of Intersection , FD. Found PPD. Point ^I'R&.erso (:uryalu; Fin.rr. Flev, Finished Fioor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius I.R. Iron Rod RAD Radial Line L Arc Length RES. Residence LB Licensed Business R,v Right -of -Way LS. Land Surveyor TBM Temporary Benchmark Mea Measured TYP. Typical N/D(N8D) 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: AH Checked by: DP Prepared For: MORRISON Job Number: 02- 017-02 Scale : 1-- 30' Plow pion performed: 03-08-04 Model Change: 06- 11-04 Foundolion Survey: Final Survey: Revisions - r- - CITY OF SANFORD CUS OOER RECEIPT *** ate; D5jRg84 dl TYPe: OC Drawer; 1Receiptno: 97248Descr 0 on 8 1936 8tY AmountBPBUILDINGPERMITI $5705.62Tenderdetail CK CHECK Total tendered Total paYoent 8394 $5705.62 f 57©5.62 f57 INSPECTIONS 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 04-00001936 Date 5/18/04 242 VENETIAN BAY CIR 23.19.30.5.-0000-0250 NRW SINGLE FAMILY HOME - DETACHED on . . 137640 Trans date.. ' 95.62 5/18/84 Contractor Time: 16:15:22 MORRISON HOMES OF FLORIDA INC 151 SOUTHHILL LANE #200 MAITLAND FL 3.2751 407) 629-0077 Structure Information ------------------------- Construction Type CONCRETE BLK WITH FRM EXT Occupancy Type . SINGLE FAMILY Roof Type . . . . FIBERGLASS SHINGLES Flood Zone . . . NONE Fence Type NONE Other struct info NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3441.00 ERROR* 1.00 NUMBER OF UNITS 1.00 Permit . . . . . BUILDING PERMIT - NEW/ALTER Additional desc . Permit Fee 587.00 Plan Check Fee 00 Issue Date . . . 5/18/04 Valuation 137640 Expiration Date . 11/14/04 Qty Unit Charge Per Extension BASE FEE 35.00 138.00 4.0000 THOU BLDG PERMIT - ORD 3123-8/10/92 552.00 Special Notes and Comments 2 story/4 bath noc on file exp 04/06/05 Other Fees . . . 01-APPLCTN FEE -BUILDING 10.00 02-ENGNG DEVLPMT FEES 10.00 01-FIRE IMPACT —RESIDENT 59.27 01-LIBRARY IMPACT FEE 54.00 01-OPEN SPACE 279.61 O1-POLICE IMPACT - RESID 91.93 01-RADON GAS TAX FEE 16.40 01-ROAD IMPACT FEES 847.00 01-RECOVERY FD/CERT. PGM. 16.41 01-SCHOOL IMPACT FEE 1384.00 WD IMPACT:SINGLE FAMILY 650.00 SD IMPACT:SINGLE FAMILY 1700.00 FAILURE TO.COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE -'ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. r-- CITY OF SANFORD INSPECTIONS W BUILDING PERMITS HOUR NOTICE REQUIRED 300 N PARK AV 24 FOR ALL INSPECTIONS SANFORD, FL 32771 PHONE (407) 330-5659 Page 2 Application Number . . . . . 04-00001936 Date 5/18/04 Fee summary Charged Paid Credited Due Permit Fee Total 587.00 00 00 587.00 Plan Check Total .00 00 00 .00 Other Fee Total 5118.62 00 00 5118.62 Grand Total 5705.62 00 00 5705.62 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE:-'PLEASE'BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD PERMIT APPLICATION Permit # : _ c Job Address: C—_ Z2 U Description of Work: Historic District: te: Permit Type: Building --m/_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole / Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential I/ Commercial Industrial Total Square Footage: 34,11 Construction Type: GM LL # of Stories: j?==,- #' of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel#: 23—/ 1130— 6-02— 0000 D ^"" (Attach Proof afOwnership&Legal Description) Owners Name & Address: Iryv_f OV.'2(ZZV //v0FF1L -%d S/ 5or rNNHCG IhNE, ZX j /4 Contractor Name & Address: _,AWek k 4 /V Phone & Fax:l_4(U / / dL `7 Bonding Company: AA v 3,Z, 7S Phone: 40 / D Z 9OD /, 7 1 ' 'r tt Statt! NAc ise umber.. 7 94 OContactPrsorj: '//Ir lPhone Address: NA Mortgage Lender: A) a Address: h Architect/ Engineer: /ICU/N/ Phone: L{p7 Address: a37 J e177Mt ,Dr ff . S 3cl7/ I i 1 i Fax Ltl . Application is hereby made to obtain a permit to do the work and installations M ttfdicated. I cent hat no work or.installation has z6ffq enced prior to the I t.eg issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofali4W.'rulating`Canstr`ucuon 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 FORIMPROVEMENTSTOYOURPROPERTY. 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 pe t rification that I will notify the owner of the property of the requirements rids Lien Law, FS 713. / w Signature of Owner Agent Date Signature of Contractor Agent oQ .yrYat% Owner/ Ag f(n e r (y.1 `/' o ' s rol Print Contra e Name !4 wo ¢ idaD e / Signa Scat Flor Florida at ma c r w M m 1% 2 •. o o Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or ~°a e `o Produced ID 1A _ Produced ID A4 C — APPLeATION APPROVED BY: Bldg: s Zoning: Utilities: FD: Initial & Da(e) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditi a Q hH e clad i'nc C'. rr Conk UTILITIES DEPARTMENT, ITY OF SANFORD, FLORIDA f ly 'j;-- sAm--clRf) ISI ( litli R RI N 11,1Oper; w FYOP' 0C t Orawr- Datf.: I ReLvj'flt no: 9" 72"] Cust1wr Location INaae 6935( A. doINuCnt jmot" 1'z fNHOMEA 00 -A M:.R.R ')Ecqj31f:) Dc P4"f'H(:AlJ('N FS 1 75. 90 N T M:-' f::R P v j KIF T 1 AN B p y p. I f 1 fF5. 00 il' i0. 00 fend2r detail 1" u:f (?, f') t8l tendprwd 290.00 Tots,) pj;yupnt 2,30. 00 COW. go trans date: j/ 18/04 rime: lb'.;'7.31 CITY OF SANFORD BY NO. NO- 6776 AMOUNT TOTAL U ~ / COUNTY OF S 'MINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-76065 DATE: re.f. BUILDING PERMIT ( e COUNTY NIUIYB 6: TRAFFIC Zu"c, """^""^". ^".`^ y ........... SEC: TW RNG PARCEL ' SUBDIVISIONS pLAT BOOK OWN R NAME: - ADDRESS: . ......... APPLICANT NAME: ADDRESS: , LAND USE CATEGORY: 0O1 SiHgle Family Detached Hous6 TYPE USE: Residential - ' WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # TY E TOTAL DUE TYPE DIST ~SCHEDULE DESC" UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 l $ 705.00 ROADS I COLLECTORS . NORTH O -dwl unit $ 142.08 1 $ 142.00 LIBRARY CO -WIDE O t 54.0 0 1 $ 54,00 SCHOOLS C ~O` dwl unit 41,384.00 1 $ 1,384.O0 AMOUNT DUE $ 2,285.00 SAIJENT ' nr I FD~ PRINT NAME) L- --- --- rO' RECEIVING SIGN - C '' :'`FAILAn+ TO NOTIFYOW0ER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1- COUNTY 3-CITY NAPPLICANT 4- COUNTY NOTE** ' PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE; PRIOR TO ISSUANCE OF A 'BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL -_ THY`CAL/ LATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL -SC OOL) IMPACT FEES MUST B-EXERCISED BY FILING A WRITTON REQUES'''WITHIN 45 CALENDAR AY OF THE RECEIVING SIGNATURE ABO VE BUT, NOT LATER THAN CERTIFICATE OF OCCUPANCY DR OCCUPANCY, 'HE REOUEqj FOR REVIEW MUST MEET THE REQUIREMENT9OF THE COUNTY LAND DEVEL F -ODE. COPIES OF THE RULES GOVERNIN8 APPEALS MAY BE PI(K iX», OR. REOWESTED, FROM THE PLAN IMPLEMENTATION OFF ICE: 2-03-204 12 : 591- M FROM d- 5 V CITY OF SANPORD PfiRM[T APPLICATION Date: Job Address: CAUv \\ ` i C gatcriptioo oC Work ,i I\ACk&,RLCSCQ"nA MA v, \-\ ' f ` r,\ Historic DisttiCt: Zoning: Value of Work: t Pcrntit'Typc: Building tectrical Mechanical Plumbing FireSprinlcicr/Almm Pool Electrical: New Service — # of AMPS Addi600/Allrrarioa Change of Stxvice Temporary Polc Mcclranical: Residential Non-Rrsldentill Rcplaotment New (Rue( Layout .& i? CW Colo- Required) Plumbing/ New Commercial: N of fixtures # of Water & Sn war Lines # of Gas Lines Plumbing/New Residential: # of Water Cioscts _. a Plumbing Repair - Residential or Commercial Occupancy Type: Residential 'Z__ t;ont/nercial Industrial Total Squate Footage: Construction Typt: 0 oC Stories: # o! Dwclling Uniu: Flood Zont: (PKMA fern noqulr*d for ether acre X) Par•eel N: / y (Artaca Proof of Owas"hip Qs, Lagal Dweripdo%) Owners Nam* A; Addrau: \' 1 O C 4` _ S p h . .-.. P S4,a_ a o, mil, ,a r- a-)si- Phoee:_Q - bay - Ctwtractor Name dk Addresa: . C S s rt P 1 to m bT( l L' S n\ O OrQ la,r. V a C FL I 1 ( stake License Nambtr: ' sf0 S b l Pl,oae & Fac: S L1 3 1 a Q - 1 ' on 5trton: (V L. Pdene: n ttt Bottding Company - Address: Mor-ttage Lender. Address; ArchltettlEngtnear: PAona; Addrtsr: Fart: Application is hereby trade to obtain a Permit to do the work and installation as indicated. I cc" that no work or installation has 000unenced prior to theiaauamoofapermitandthatallwos4willbeperformedtomeetstandard, of all laws regulating oonsttrrc/ion in this jurisdiction. I undastwd drat a sopartte Permit must bc.wurod for ELECTRICAL WORK. PLUMB [NO. SIGNS. WELLS, POOLS, PURNACES, BOILERS, HEA7IRS, TANKS, trodAIRCONDITIONERS, etc. OWNER'S AFFLDA VIy: I certify that all of the foretaing Information is accurate and that all work will be done in eompllanoc with SH applicable laws regulatiggconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYrNCi TWICE FOR IMPROVEMEENTS TO YOUR rROPBRTy. If YOU INTEND TO OBTAIN FINANCING, CONSULT WIT)( YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCBMbNT. N 1 F: In addition to the toquiremenu of this, permit, these may he additional restriClioat applicable to Usis property SIMI may be toured 1n the public teeords of this county. and them may be additional permits requirod from otber Sovernmesusl entities such ns water man tcmect districts, &Late agencies, or fedend agencies. ACceplance of permit is verification UUt I will notify the owner Of tht prooaty of the roouire-41.1`FI ' Lien Law FS 71 ] ' Signature of Owner/Ascot Print Own er/ASent* c Signature of NOMY-Sate of florida Owner/Agent Is _ Personally Known to Me or Produced 10 APPLICATION APPROVED BY: Bldg: Special Conditions: Initial & Date) Date Datc d' gent Si ric.r tdyury 5 6 DE GRAVE Date c k COMMISSION # DD 164280 z EXPIRES: November 12, 2006 Contrstyai,FF$St+Air jdfaUBa t NPi i4t eR(9tfcor ProduccdID Ji' iO'.I4, t)SS Zoning: Utrlitics: FD. initial A Date) (Initial & Date) (Initial & Date) h CITY OF SANFORD PERMIT APPLICATION V l' Permit # :_ Date: _ Job Address: „y i S1 P`t e o C1 e k C }— j Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical )1 Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 150 Addition/Alteration Change of Service Temporary Pole i_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: _ ®Irv- %P i at1 Contractor Name & Address: V—s Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Attach Proof of Ownership & Legal Description) Phone: 1"({L'7 O A I — 0 0 t)r) 3 (/ State License Number: C._ — 0 U o 1 S iloutactPersoo:. si+}i'i*' Phone:" Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requireme o Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contract Date G U Print Owner/Agent's Name Print Co for/Agent's Name Jennifer Mmodovar Signature of Notary -State of Florida Date Si a of otary-State of Florida ate MY Commission_ DD272809 Np tid* Expires December 07 2007 Owner/Agent is ! Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Contractor/Agent is Personally Known to Me or Produced ID Initial & Date) Utilities: initial & Date) FD: Initial & Date) T.gk _txjr7,reJcS Mr- 'OF S:F y,kor.I f ati v yf vti x'lz` j p+s f'LidCi.!e-eg ssljral. / VA l eF.F!i `v-fk r s c 1 V111MM49/ New Commerds1l tr 0 se3re. d :nay of Gas Lines, ll zt i ab glide t3snd: o Vd ii C3ose 'ia.mbing Roe kip — _ esidIM&R.(IT. Conori cfal Type: Csesiden-ial Ceflstrzstzov Type: e of zurigs: o, wedd2_a bWv: Fieog utie: (FEMA form r€;gzrtFe•d fttt: ortl.i('i' C :r: Parcel 9": t LFe-csf of fF3rn;5hi+c a&>L eFn Ee n jOwnersNatne Address: Contraetor Name €& Address: f^ 1tS i= MG_ 09 7} /1— q—s- igerY3e umSer . Phone Fax: 7 t Rf -"---'—bSr Bonding Company: -- Address s biortgne Lender: -- -- Address: II l Architect/Engineer: Phone: fed d ress:. . Fa .: Application is hereby Zade to obtain a pemut to do the work and installations: as indicated. lee ai=, eh no v oriz or ins€alla ion hi eomnien(.ed prior lu thr.: - issuance of a p ,,, ii and thatall work loll bu .,c eor c,.d io t'stnndards of all laws neo lating const-t,tsiion in this ju sdiction. 1 unde?•sfand chat a sCpa-affpermitmusibesecuredforELECT!ZiCAL WORK, PLiRI4Bj1G, SIGNIS, ELLS, POOLS, Fri MACEES, 301L1 P.S, 14 AT,-RS; Tfi,04 {S, andAIRCONDITIONERS, etc: l 0 OW1gE1Z S AFFJDAV1is t cer i5i that all of the fmcgotng inroi:t ion is ae u ate and that a]l rio,ie sill be done in co: construction end Lo tin . 'r?f1 kIFTG TOO t=R' `XOU FAILURE Tr ;- EC NOTICE C3F COJPVD El,iCF fail ! it evith 11 pliczl Ic. A J OZs A. O! A„ Li )7! t.tjl IJ' J /, ,U+ )) Tvr10E r01 IMPF?OYEME?TS TO YOUR PaOPhkT'Y. e YOU lTH i1-! r!j TO OBATAM r`. t_tNATIC_1G, CO'i`I LT W) H ti OUAi _1 iuD> R rJ)Z AiJ ITOR-NEY BEFOPF FECOF,DFNG Y OUP. NOTICE OF CGS+11wt1 NCE E1VT. NOTICE: Li addition, to the requirements of this Pernlit, there may be additional resections applicable -to .s proper! -,ray found in the puUlir, ords ofthiscoupN, and there may be additional r, is required om other governmental entities such as era: r•nagerrt tsrr-icu fate agenc•ir;; nt 1 Taal • gtnctcs. Acceptance of permit is verification that i Will notify the owner of the property of the requiremen of F}orida t Law"- 713_ NOV 1 0 2004SignatureofOwner/Agent Date Ignature oncactor/Agent Date ERT G. DELLO RU Print Owner/Agent's Name Contractor . gent's"Fame - nOV 0 10041 Signature of Notary -State of Flonda Date ienature of N0_ v-State of Flonda Date Ot4mer/Agent is _ Personalh Known to Me or Produced ID AITLI(A1 ION APPROVED BY: Bldg Inmal c& Dale) S tCi l'. undtlionsi Contractor/A_:- :;! ll llersonait, Known to Me or Produce ;D Zoning L > ::: IrD. Initial ci Date) (Initial at,,i.i, 1J,aq aPy::P s, MIRINDA C. TURNER N=ram EXPIRES June 14 2007 F al °. Bonded Th!u Notany Public Unaerwiters 5-n`s aa:-.sa¢mr rcr:.7:;,-:--: :;.s,rmtvsascrzsza¢araa I I TRUSS INDEX SHEET i Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z2823BWP Address 1 VENETIAN BAY Address 2 LOT 25 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TP1 1 I Design Loads Roof.: 37 PSF Floor: 55 PSF Wind: 120 MPH ASCE 7-98 12191ERI E7: usuilevilling Supply a.4gN,S 1,EYreny ORLANDO TRUSS DIVISION DBA SMYTH LUMBER CO. 2722 APOPKA BLVD., APOPKA, FL 32703' 407-299-1522 FAx: 407-299-9-153- Engineer of Record ROBERT MONTH OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer. Seal Date. 31-Mar-04 Truss Engineer- William M. Ranieri Alpine Engineered Products Design Software FL Lie.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 41 Plus Standard Details Truss ID: e b F1 V3 ar F2 H1 F4 H2 FS E1 F6 E2 t a; a E t i4s v F7 C1•- F8 C2 ai Nam tk e+ E F9 C3 F10 C4 qq" r ia _ a saA• y F11 CS F12 BEAM D F73w eiEyp r 1C a[MV1 F74[(( E 4' F16 i E3'` E'` a E`r i R1 T Ark 4 R3 k E€i_z4a E E i E E R5 1 R6 PO R7 ng a .. .•^. RBA k0 R10 R11 E.,(Pk.• R12 R13 V1 V2 E Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers GONVtNTfONAL FFAIVIE I' GOFNEF") !a V12 FITGH 2`, - ` l P13 f 0' L5 C51 01 Q FIZ U F13 FIZ D' FII N! k) F9 k> K) Fe - 55 AM BY OTHEF`S BOTTOM A+ 9' A' FL HT. PI, FG RT b' LL 2J' A IL ZJ' 3' BEAM D - 35' 6 \ BOTTOM n q' H' PI-. 20 O' HT. EEANI GOIJIVEi,TICMJ . BY OTHEP,S 3. J.. 4P.V CL a' O. CAI dl CAI ff WALL TO THEN WALL TU a' PLHT. aT BLLD 9'A' I:NIEE e• R' q' e a 7 3 a J' J' ALL EhITPi' BEAMZ APE B'( OTHERS TOP a 13 i' PL HT. EGONP `)TOF) FL —ATE HEIGHT TO PEE Iq' -I 718" ADOVE FIra.II HED FI—OOP FL—OOF aJOi)T`"1 MA'r'E AO JU)TED SI—IGHTL—v( FOE' 2NO `TOFY ('LIJMff1INIG This placement plan shows the designation and relative location of each truss component and is to be u sect In conjunction wfth t he corresponding truss desgns. T he Truss E gineels responsibility relative to this structure consists solely of the design of the individual trusses, truss-to•truss connections and does not include the design of any supporting structural elements. The building design professional has final app roval of the truss framing and for truss placement plan. The design 0 f the temporary and permanent bracing, the diaphragm system, shear walls and structur al elements to resist lateral loads from wind and/or sees m1c activity is the responsibility of the building design professional. Additional app roval by the building design professional shall include, but not be limited to, design loading, lens ths, profiles, pitches and d eplhs. p 11i, 120 HK')LD TPNtiyES ON FPAI E WaLLZ PBBChI / HOLD TeLK•E,-' W/ P,AISED HEELS BALK r Of MOCK t I/Z' (X l FrIKE WALLZ FOOF TF11',) DIVIG/ION ZTZZ `,OUTH AFOFKA ESLVD. AFOFKA, FL 3270- 407) Zclq - 1522 FAX i407) Zcl En,lineerinq Gcrtlflc(1tc Of 4Utl'Tori7r+tion # '1218 NOTE 1) IT IS THE C' LDEP S PE'PtM15p LlT'i TO l VA:) TFUSS FLAGENEIIT rI-AN A41 TFL— OE`^19 OP.AW C,1i A(,A1 FT FIELD CN DI )M1 Alrl OE`.+A I INTENT _ EEFEF'EVVE `.EGTVH (A20 AR WTR HHM) AFFKOVEO HAKE (FFTJT) iN ", DATE 2) TPIai^E M15T TIOT DE CUT IT ALTEFED 1-1 ANY WA', WITHOLT PP. f AUDIVIZATII.T1 C , q.. TH TP.1' 1 LJA•fAld'i TF.Ih 15 THAT APE CUT IF ALTEFED WITHOOT AUTHO"17AT0,1 WLL EE F.EFAfEIP oP PErLALEO AT a6TMEP5 EXPEI-Yf. a) BACK(NAP.CfS OF AI IY KIP Ml- IkT BE COl0 IAT C P.EVIEW AD WFITTEtEFECf_hT Bl' %M'!TH Tnh1 ' (OOPAN', DETM— c` : 1) PEFEF, TO HIf..'1 (P.EC(A.W'ENDATMP FOP HWKA. IJC, NhTALLATIOA, AW TEKFCF' CP'i BPACIV) FEFEF TO ENCIAEEP.ED OFAWUYiS F<T PEPM1IARENT BFACNI, FEOI IrED 2) ALL TPLh 5 UUTAUAS TrI E' LIEF: VALLE', FPAM kI M1L`,T VE COMH-ETELY OEGKEO OF PEFEF. TO VALLE'i T IIai CIETAL7 FOP. ALTEF.NATE BPAaK, FE,XFEICITS 3)' ALL VALLEYS TO BE G0,NENT0,141-1-'1 FFabED BV BL0.0EP. Al) 11TERT LOAD BEAF.TIG WALL' FLIYT ak ,TS MAY EE AP LA TED LP TO 4 UICHEZ FM VIP STOF, rLLWB1•K+ ALL 1110f TP.lriS HAIJ}EPS TO EE `:P.f l 1- U M 15F T-2G N LESS VOTED JTHEFWF-E. ALL PLOOP TPUSZ HANCEFS TO EE %R,6"tTl•I THAiZZ ( V L7F (KANT-FA6) hlhHA22 U.LESS NOTED OTHEPWKE, SIMPSON I USP KANT-SAG W - HUS26 OR TH026 HHUS26- 2 OR THD26-2 CC) • HHUS28-2 OR THD28-2 HHUS48 OR TH048 HGUS26- 2 OR THOH26.2 di • HGUS28-2 OR THOH28-2 HGUS28- 3 OR THDH28-3 a • SUUR210 OR SKH21OUR W • HGUS48 OR THDH48 8 • THA422 OR MSH422 wi - THAC422 OR MSH4221F W- HUC410 OR HD4101F tv - THJA26 OR HJC26 L LtlCStlIVN - tl - - - -In1J uYIU rMLrAKLV rMVM LVrIrU ILK INFU I (LVHU3 6 UlaLNJ1VNJ_I 3UUMIIILU UT 1Mu33 TOP CHORD 4x2 SP''#3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196001 FOR GABLE DETAILS. t 2X4 ( R) =- 1- 0-8 A 2X4 ( R) T 1 01 4-0 W= 2.5X4 2. 5X4= 19- 10-0 Over Continuous Support R- 109 PLF W-19-10-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Desi n Crit: TPI STD 6.10 QTY:1 FL - 1 R Scale WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 INSTALLING AND BRACING), PUBLISHED BY TPI PLATE wM AA _ T C L L- 40.0 P S F R E F R 3 5 2-- 90661 HANDLING (TRUSS INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, HI 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. TjF C ' / i T C D L 10.0 P S F DATE 0 3 /,l 2 / 0 3 SMYTHLUMBERCO. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0. 4 2%04 ROOFTRUSS DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 5. 0 PSF DRW SLTUSR352 03071176 2722 SOUTH APOPKA BLvD. APOPKA. F32703 L BUILD THE TRUSSESIN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING` INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS NATIONAL DESIGN A 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 V 9Q •. 407-299-1522FAX: 4-299-1 2i 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EOF THIS ATHEUNLESS P O RA Q.•••r\ T0T . L D . 55.0 P S F S E Q N 42650. ADESIGN. CCEPTANCEPOSITION ORAWINGSEACH 160 A- L. ONTTHISISEDRAWINGTINDICATESPROFESSSIONALCONNECTORSENGINEERINGA1.G PROFESSIONALENGINEERING RESPONSIBILITYSOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C .- 1.00 FROM S L C CERTIFICATE OF AUTHOR17ATION #921 E1 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 20 '03 SPACING 24.0" JREF- 1S10352_Z04 ANSI/TPI 1-1995 SECTION 2.. 4zdz3bwIl - IFz IHIb UWG PRLPAREU FRUM CUMPUILR 1NPU1 .(LUAUS & UIMLNSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :132 4x2 SP #1 Dense: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.-1.00) TC From 100 PLF at 0.00 to 100 PLF at 20.29 BC From 10 PLF at -0.12 to 10 PLF at 20.42 TC 1800 LB Conc. Load at 20.29 5" Typ. 2 X 4 III 2X4 (R) = 4X6= 1-0-8 27.5" 1-8 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1- 3X6= 3X6= 2.5X4= 2.5X4= 2.5X4 2.5X4= W=2.5X4= 2X4 (R) 4X6= 2X4 III W=HS2512 = B2 4X6= 9-5X4- 2X4111 2X4111 9 r,Xd- 3Xfi- 4X6= 3X8= I3X6= 4X6= 20-6-8 Over 2 Supports R=1106 W=3.5" PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD 6.10 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. 583 D'OIJ OFRIO DR., SUITE 200, MADISO N' WI 53779), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T0P CHORD SHALL HAVE PROPERLY ATTACHED S MY TH LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ` IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 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 APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1522 SPEC FICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA AST' A653 GA 40 GAL V. STEEL, EXCEPT AS NOT, D. APPLY CONNECTORS TO FAx: 407-299-9 150. fiACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWtI. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #921 E1 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING BE SIGNER, PER ANSI/TPI 1-1995 SECTION 2. R=2929 W-7" 1 0 1-4-0 u OTY:10 pM M. a rc SIF C'4j:F • No.42704 o . STATE OF ; V NAl V Nov 20 '03. FL - 1 - R - TC ILL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF Scale =.375" Ft. REFR352-- 90662 DATE 03 12 03 DRW SLTUSR352 03071177 SLT-ENG WMR SEQN 42743 DUR.FAC. 1.00' TROM SLC 4f SPACING SEE ABOVE JREF - 1S10352 ZO4 LZUZ3UWV - F4 IHIS UWG PRLPARLU FROM COMPUTER INPUI (LOADS d U1 ENSIONSj SUBMITTED BY TRUSS MFH--. TOP CHORD 4x2 SP`#2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 2.5X4 = 2.5X4= 2X4(R) T 1-01-4-0 2.5X4= 15-11-8 Over 2 Supports R=128 PLF W=11-7-0 R-249 W=6.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave.TP195 R Design Crit: TPI STD 6.10 QTY:1 FL 1 R Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND AND BRACING), P••- T C L L 40.0 P S F R E F R 3 5 2-- 90663BRACING. REFER TO HIB-91 (HANDLING INSTALLING PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. 111 53719). FOR SAFETY PRACTICES PRIOR TO v.... •. , A Ca '•, F S MYTH LUMBER CO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a : `. •. T C D L - 10.0 P S F DATE 0 3/ 1 2/ 0 3 ri0. 42704 ROOF TRuss DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL S.O PSF DRW SLTUSR352 D3B71I7B 27 APOPPKA. FL 32703 BRACBUILDINGMOFTTRUSSES. CONFORMANCE CONFORMSOWITHFABRICATING, DESIGNWITH APPLICABLEPROVVISIONSSHIPPING, NATIONALINSTALLING DESIGN F ;' STATEOF BCL L 0.0 P S F S L T- E N G / W M R 407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - O'•.•<OR1 FAX: 407-299- 9 1 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO -fnfp''• EACH FACE TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS T 0 T : L D . 55.0 P S F S E Q N 42396 OF PER DRAWINGS A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING vu,O1 M PROFESSIONAL ENGINEERING 160 D U R F A C 1.00 FROM S L C CERTIFICATE OF AUTHORIZATION # 9218 RESPOPISIBIL ITY 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 Nov 20 '03 SPACING 24.0" JREF 1S10352_ZO4 ANSI/TPI 1-1995 SECTION 2. LL8L3bwV - r5) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.=1.00) TC From 1005 PLF at 0.12 to 1005 PLF at 3.50 BC From 10 PLF at 0.00 to 10 PLF at 3.63 1-7-8 41.51" 1-7-8 i 5" TYp l. 2.5X4= 2X4III 2.5X4= 2X4•(R) = 2X4 (R) 2 X 4 III 1-0-8 1 0 1 4.-0 2.5X4= 2X4111 2.5X4= 2 X 4 III 3-7-8 Over Continuous Support R=946 PLF W-3-7-8 I r113 uwu me mcu. rmuri Iunru Icn Inrui tUVAUJ U U I I-ICIYJ lU 113f aUor1Ii ICU UI IKU33 ru-K LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. s ............ -yam G PSIFIC,gT N0.42704 STATE OF 0RlDt0.:-" `v AI.' Nov 20 '03 LebZSMwr - V6 TOP CHORD 42 SPi1#3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 I 1-7-8 41.51" 1-7-8 1 5" Typ• 2.5X4= 2 X 4 III 2.5X4= 2X4 (R) =. 2X4 (R) 8 2X4 III T 1 0 1-4-0IT I 2X4111 2.5X4= 2.5X4= 2X4111 I HIS UWG PKtPARLD FKOM LUMP UI tK INPUI (LUAUS & UILMtNS 1 UPi5;j. SUHMII ILU BY IRUSS MFSF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP, CHORD UP. E3-7-8 Over 2 Supports31 R-187 W-4" R=187 PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:2 FL - 1 R Scale=.37511 Ft. WARNING*• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND w A BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE __--vv``C`,.••••••. T C L L 40.0 PSF REF R 3 5 2 - - 90665 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI - 53719). FOR SAFETY PRACTICES' PRIOR TO `V;'' TIFI C''••. L - PERFIRMING THESE.FUNCTIDNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAY E PROP ERLY ATTACHED a.G A R F;y- f TC DL . 10.0 PSF DATE 03/12/03SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N0.42704 ROOFTRUSS DIVISION "IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * J 1 BC DL 5.0 PSF DRW $LTUSR352 03071180PRODUCTS; INC. SNALL NOT BE RESPONSIBLE Po0. ANY DEVIATION FROM .THIS DESIGN; ANY FAILURE TO 7 - 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES 1N CONFORMANCE WIT11 TP1: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND +Q STATE OFAPOPKA, FL 32703 BRACING OF TRUSSES- THIS DESIGN CONFORMS HIT" APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ,• ' BC LL Q.O PSF SLT-ENG /WMR 407-299-1522 SPECIFICATION PUBLISHED BY THE ANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE. - 0 ••• 4OR,OP/ - FAX: 407.299-9153 CONNECTORS ARE MAD E OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO `nn't•• • r TOT . LD. 55.0 PSF SEON - 42402 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER us' ••`v - CPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING QNALM DUR FAC. 1 OO FROM JLCRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9210 COMPONENT FOR ANY PARTICULAR BUILDING IS.THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Nov zo '03 SPACING 24.0" JREF - 1S10352 ZO4 Z28236WP - F7 TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2.SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 16.37 BC From 10 PLF at -0.12 to 10 PLF at 16.50 TC 400 LB Conc. Load at 0.00 3X6= 2X4(R) =' 1-0-8 3X 2.5X4= W=2.5X4 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. W=2.5X4 2X4 (R) 1 4 0-8 9-4 I ., i rs2sBwP - ra TOP CHORD 4x2 SP #2 i BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. j` 8-1-B- 5" TYP• 2.5X4III 2X4 (R) =' 4X10= 3X4= 10=8 4 IRIS UWG PREPARED FROM COMPUTER INPUT (LOADS- 8 DIMENSIONS'}:SUBMITTED BY TRUSS MFR.. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 12-7-0 ROOF SPANS WITH 1-4-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17.00 PSF DL. 23" 7- 2.5X4= 2X4 (R) 2.5X4= 2X4 III 2.5X4= W=2,5X4= 3X4= 2 X 4 III Jim Lie- Ells- 2X4 III 3X4= 3X6= 1 01-4-0 ajo-- DL o-11-B fE 16-8-0 Over 2 Supports R-1858 W-8" R-776 W-3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:5 FL 1 R Scale 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 M M. P T C L L 40.0 P S F R E F R 3 5 2-- 90667 INSTITUTE, 583 D'O'1 RIO DR., SUITE 200, IAOISON, WI' S3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TOP SIF C9j.•.•FSMYTHLUMBERCO. THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i(R • V T C D L 1 0.0 P S F DATE 0 3 / 1 2 / 0 3 ROOF TRUSS DIVISION IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ia0.427 44 BC DL 5.0 PSF DRW SLTUSR352 03071182 27 22 SOUTH APOPKA BLVD. 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 7 1 7[ 7C APOPKA, FL 32703 - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN j--0 : STATE OF 9 •• BC LL - 0.0 PSF SLT-ENG WMR 407-299 1 522 - SPECIFICATION PUBLISHED 0Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 0 '• s" R 0• A•, TOT L D. 55.0 P S F S E Q N 42701FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER rs/QNpENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A CPROFESSIONAL RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1.00 FROM M CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS18 IL ITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Nov zo 'O SPACING 24.0" JREF 1S10352 ZO4 1 I LCtiL,iM41N - t-y TOP CHORD 4x2 SP #2 BUT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1-8 5" TYP l. 2 X 4 III 2X4(R) = 4X10= 3X4= 1-0-8 2X4111 1111 UWb PKtPAKtU VKUM CUMPUILK INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE HIB-91, SECT 13.2 FOR. ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7- 2X4 (R) W=2. 5X4 = 3X4= 2X4 III 4X6= W=2. 5X4 = 2x4 m 'IYnT zvF— 2X4 III 1-01-II4-0 8-b- L1.C_ 0 11 B fE 16-5-0 Over 2 Supports R-975 W=8" R=811 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:3 FL - 1 R Scale WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND REFER MP T C ILL - 40.0 P S F R E F R 3 5 2-- 90668BRACING. TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3i , (. 'Q.% V : T C D L 10.0 P S FSMYTHLUMBERCO. DATE 0 3 / 1 2 / 0 3- f200F TRUSS DIVISION IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S N0.42704 666 BC DL 5.0 PSF bRW SL TUSR 352 03071183PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APDPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WIT TPI; OR FABRICATIIIG, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES- THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS .(NATIONAL DESIGN 1 STATE OF 4 B C ILL D. D P S F S L T E N G W M R ` 407-299-1522 SPECIFICATION PUBLISHED BY THE AHER ICAN FOREST AND PAPER ASSOCIATION) AND TPI.- ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 0 ' p F{Or!'••v TOT L D 55.0 P S F S E NFAX: 407-299-91 5Z ACH FACE OF TRUSS. AND :UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERtf~" G\ S ONA1.l1 O 42703 D U R . F A C . l . 0 i 1F R O M M • PROFESSIONAL ENGINEERING 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 TH15 CERTIFICATE OF AUTHORIZATION#9218 COMPONENT1FOR ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 20 '03 SPACING 24.0" JREF 71S10352Z04 LLtic JDwF - r1U - TOP CHORD 4x2 SP #2 SOT CHORD 4x2 SP #1 Dense :84 4x2 SP #2: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to. 100 PLF at 20.13 BC From 10 PLF at 0.00 to 10 PLF at 20.25 TIC 615 LB Conc. Load at 0.12 TIC 1508 LB Conc. Load at 16.85 IH13 LI FKtFAKtU VKUM LVMFUItK INFUI (LUAU] S UI P1t NJIUNJJR 3UUMIIILU BY IKUSJ MFK. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. 1 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS'DESIGNER. SPECIAL POSITIONING REQUIRED. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I` 9-4-8 5" TYP• 5X6= 5X4= 3X6 III 5X4 W=2.5X4 = 3X6 III 2X4 (R) = 6X8= 5X6= 3X6 III 9-10-1 2X4 (**) 5X4= W=2.5X4 6 X8= 6X10= 3X6111 I, Pg.I1 VI /\ /\ 111 hll400 11 j e Y6 6X6= W=HS2512 = 6X10= 6X8= T 1-01 II4-0 JII +S- DL o-11-e 20-3-0 Over 2 Supports 1 R-2069 W-8" R-2256 W=3.5" PLT TYP. High Strength, Wave TPI95 R Design Cr it: TPI STD 6.10 OTY:l FL - 1 R Scale =.375" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND AND BRACING), M M ' T C L L 40.0 P S F R E F R 3 5 2-- 90669BRACING. REFER TO HIB-91 (HANDLING INSTALLING PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 O'ONOFRIO DR., SUITE 200, HADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO\ 0 n S MYTH LUMBER C O. PERFORMING THESEFUNCTIONS. UNLESSOTHERIiISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED; STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4.TIC V D L 10.0 P S F DATE 0 3 / 1 2 / 0 3 ROOF TRUSS DIVISION IMPORTANT" FURNISH A.COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 No.42704 6 7 BC DL 5.0 PSF DRW SLTUSR352 03071184 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF OF NOS DESIGN 71[ OF B (, L L D P S F S L T - E N G W M R - APOPKA, FL 32703 522 SPECIFICATIONUPUBLISHEDTBYSTHESIGNAMERICCANORMSFORESTTANDPPAPERBLEASSOCIATION) SAND TP1,(NAA`PINEL STATE 407-299-1 FAX: 407-299-9 1 53 - CONNECTORS ARE MADE OF 2OGA AS TM A6 3 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERW SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O O R D V p~" T 0 T . L D . 55. 0 P S F S E O N 42707 DRAWINGS 160 A-Z.. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S ONAI.E' D U R F A C 1 00 PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS FROM M CERTIFICATE OF AUTHORIZATION #9216 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - ANSI SECTION U TFORANY N O V 20 ' 0 SPACING A B O V E J REF 1 S 1 0 3 5 2_Z 0 4 I99SEE ZZ8Z3B4lN - hll) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Denser IJEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 20.13 BC From 10 PLF at 0.00 to 10 PLF at 20.25 TC 615 LB Conc. load at 0.12 9-4-8 5" TYp. 2 X 4 III 2X4(R) =, 4X10= 3X6= 3X4= 01 8 4 IHIJ UWU YKtYAKLU PKUM LUPIPUItK 1N1'UI (LUAU) & UIMLHJIUN9)) NUUMIIILU BY 11(UJS 41-R. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 21" W=2. 5X4 = 2X4 (R) 2.5X4= 2.5X4= 2.5X4= 3X4= 4X6= 2X4 III Ron 4 Ili 9 ryj=I .. 2 X 4 III W=HS2512 3X6= 0-11-11 fE 20-3-0 Over 2 Supports _1 R-1849 W=8" R-1023 W=3.5" T 1 01-4-0 AAn-DIIJ- PLT TYP. High Stren th, Wave TPI95 R Desi n Crit: TPI STD 6.10 Y1K1. QTY:2 FL 1 R Scale WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHEDEB Y TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIG DR., SUITE 200, MAD ISON. WI 53719), FOR SAFTY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED w V ,,.....,, x, jIFi6 ••, / Al..;G 4P '9•.F j T C TC L L - D L 40.0 10.0 P S F P S F R E F R 3 5 2-- 90670 DATE 0 3 / 1 2 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** No..4*2704 BCROOFTRUSSDIVISIONFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED P RODULTS, INC. 'SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 11e DL 5.0 PSF DRW SLTUSR352 03071185 2722SOUTH APOPHABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7{ 7c ikSTATEBC LL 0. APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN OF ;tom D PSF SLT-ENG WMR 407- 299-1522 SPEC If ICATI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CACH CTORS ARE MADE OF 2UNL ASTM GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 0 ';., Q:` A4 OR `O•, T 0 T L D 55.0 S F S E N 42709 FAX: 407-299-91 3 OTHERWISE SEL EACHFACEOFTRUSS, AND UNLESSOTHERIJI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r\ v ^, V aNAt.11 P Q D U R F A C 1 R M DRAWINGS160A-Z. THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 0 p F 0 M CERTIFICATE OF AUTHORIZATION #921a COMPONENT FOR ANY PARTICULAR 8UILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 20 '03 SPACING SEE ABOVE JREF 1S10352_ZO4 ANSI/TPI 1-1995 SECTION 2. _ a IHIJ, UWG PKLVAKLU FKVM LUMPUItK INI'UI (LUAU) & U177tfIJ1UNST JllUM11ILL) UY IKUJJ MfK. TOP CHORD 4x2 SP #2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense :82 4x2.SP #2: WEBS 4x2 SP #3 THIS TRUSS SPACED @"24,0" OC SUPPORTS ADDITIONAL CONCENTRATED.LOAD AT LEFT END FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 12-7-0 ROOF SPANS MAX JT VERT DEFL: LL: 0.32" DL: 0.21" RECOMMENDED CAMBER 1/4" WITH 1-4-0 OVERHANG., ROOF LOAD: 20.00 PSF LL AND 17.00 PSF DL. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I .. 113,I I I` 10 7 8 T 10-3 1 II T y 2X4 (R) 2X4 (R) =`; W' 2. 5X4 =_ 4X10— 4X6— 3X4= 2X4111 2X4111 3X6= 4X6= 2X4111 1-0-8 11-4-0 9_=W4L-0 4X6=- 3X4 o-11-a jE 21-11-8 Over 2 Supports R-2125 W-8" R=1081 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD 6.10 u 0TY':4 FL - 1 R Scale 3125" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 INSTALLING AND BRACING), TC LL 40.0 -PSF REF R 3 5 2 -- 90671HANDLINGPUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO vv`` V;''PS IFI C,q • / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 3 r •.( TC DL 10.0 cPSF DATE 03/12/03SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. g IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9 N0.427Q4 ROOF TRu55 DIv15iION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 5 .0 PSF DRW SLT-0SR352 03071186 2722 SOUTH APOPKA EILvD. 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 III STATE OF ' BC -.LL 0.0 PSF SLT-ENG WMR 407-299-1 522 _ 2 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION). AND TPI. ALPINE 20GA Q •• .4 P '• FAX: 4099-15 CONNECTORS ARE MADE OF ASIR A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS., AND UNLESS OTHERWISE LOCATED OIJ-THIS DESIGN, POSITION CONNECTORS. PER n yo iiC•••• C•• G'` TOT LD 55 '0' PSF SEQN 42712 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AIL l PROFESSIONAL ENGINEERING THE TRUSS DUR-. FAC . 1 :OO FROM SLC CERTIFICATE OF AUTHORIZATION #9216 RESPONSIBILITY SOLELYFOR COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER,,PER Nov 20 '03 SPACING 24.0" JREF 1S10352_ZO4ANSI/TPI 1-1995 SECTION 2. E Lzaz3Nwv - V13 IN1J UWG PKLPAKtU YKUM CUMPUILK INPUI (LUAU) 8 UIMLNNIUNS) SUHM111LU BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.37" DL: 0.22" RECOMMENDED CAMBER 1/4" DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. i 1p" Typ 2X4 III 2X4 (R) = 4X10= 4X6= 1-0-8 y 4X6- 10-7-8 3X4= 15" 2 X 4 III 2 X 4 III SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS, THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 9.00' STUD WALL'(13.75 PSF) SUPPORTING 7-0-0 ROOF SPANS WITH 1-4-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17.00 PSF DL. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 10-4-8 2 W=2.5X4 X4 (R) 3X6= 4X6= 2X4 III JAY= JAU= - •tAV= W=HS2512 = 3X6= 22-3-0 Over 2 SupportsfE R=1953 W=8" R=1102 W-3.5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD 6.10 n QTY:5 FL - 1 R Scale 3125" 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 C..•••••.. T C L L 40.0 P S F R E F R 3 5 2 - - 90672 INSTITUTE. 583 D'ONDFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO vv`` Y;•' TIFI O'' S MYTH LUMBER Co. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Q ; G qr:F • T C D L 10.0 P S F DATE 0 3/ 1 2/ 0 3 IMPORTANT** FURNISH ABC OPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No. 4 2704 • n ROOF TRuss DIVISION PRODUCTS, INC. SHALL NOT E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 5.0 PSF DRW SLTUSR352 03071187. 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR fARRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OESI GN CONFORMS 41 1TH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Q STATE OF ;'' BC LL D. D PSF' SLT-ENG WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 ' C Q :• FAX:. 407-299-9 1So CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO @ACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 R1V f ............ r V G T 0 T . L D . 55.0 P S F S E 0 N 42719 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S NA1.l PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1 . 0 1 IF R 0 M S L C Y CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI7TPI 1_1995 SECTION 2. Nov 20 '03 SPACING 24.0" JREF 1S10352 ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR., CZbZ.SMWV F 14 TOP CHORD 4x2 SP743 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQ.UIREMENTS., BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 'LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** ' SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC - From 100 PLF at .0.00 to 100 PLF at MOO TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD -UP. BC From 10 PLF at -0.12 to 10 PLF at 22.13 TC. 400 LB Conc. Load at 0.00 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 3X4 2X4 R W=2.5X4 2.5X4= 2.5X4= 2X4(R) 1-4-0 p 8NJ 1-0-8 9-4-0 y 3X4= 2..5X4_, . W=2.5X4= 2.5X4= 2.5X4= D-ll-B 22-3-0 Over -Continuous Support R=133 PLF W=21-3-8 Note: All Plates Are W2X4 Except -As Shown. PLT TYP. Wave TPI R Des gn Crit: TPI-1995 STD 19.633 n' QTY;1 FL 1 - - R - Scale=.3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING," SHIPPING, INSTALLING AND _ A ,. ••. T C L L 40.0 .PSF REF R 3 5 2 - - 54749BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T` INSTITUTE, 583 D'ONOFRIO DR., SUITE 200,'MADISON, .11 53719), FOR SAFETY PRACTICES PRIOR TO AS F Ca F - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOI CATER, TOP CHORD SHALL HAVE PROPERLY ATTACHED- +. V •T C D L - 10.0 PSF DATE 1 1 / 2 0/ 0 3 SMYTH LUMBER CO: STRUCTURAL PANELS, BOTTOM CHORD SHALL HA PROPERLY ATTACHED RIGID CEILING. $H j N0.42704IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOF TRUSSDIVIs1orl*t * BC DL 5.0 PSF DRW SLTUSR352 03324430 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO - 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND g$ ' c APOPKA, FL 32703 BRACING. OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO'S (NATIONAL DESIGN a STATE OF ' BC LL. 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI.- ALPINE Q•'; It-eO I407-299-1522` •,R10.•• I TOT. LD . 55.0 PSF SEQN- 17816 - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED.. APPLY CONNECTORS TO •. cc FAX: 407-299-9 1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V PROFESSIONAL ENGINEERING - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL -ENGINEERING ONAL D U R . F A C . I . O O FROM .S L CRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - ANSI/TPI 1-1995 SECTION 2. - Nov 20 '03 - SPACING .SEE ABOVE JREF- 1S10352_ZO4 czaz3dwP - ri5 TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. IELIJ UWU PKLPAKEU FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. I i15.5 9-1- 5" TYP i. 2X4 III W=2. 5X4 = 2X4 (R) 2X4(R) _ ' 4X6= 3X4= 2.5X4= 2.5X4= 2.5X4= 2.5X4= 3X4= 4X6= 2X4 III 1-0-8 EP B2 4X6= 3X4= 2.5X4= 2X4111 2X4111 3X4= 4X6= 1 0 1 II4-0 3X6= 3 X 6 = W=3X6= 2.5X4= E 19-6-8 Over 2 Supports R=1062 W=7" R=1062 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 a OTY:9 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 e T C L L 4 0.0 P S F R E F R 3 5 2-- 90674 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 v```',.•••••••• d ''PTIFIC •'•. ar( S;• TIC D L 10.0SMYTHLUMBERCO. STRUCIURAL PANELS, GOTTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. g3 P S F DATE 0 3 / 1 2 / 0 3 IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION a i 0.4 2704 ROOF TRUSS DIVISION CONTR A[TOR, ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1A ;'* o BC DL 5.0 PSF DRW SLTUSR352 03071189 2722SOUTH APOPKA6LVD. APOPR: A, 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 NDS (NATIONAL DESIGN Q STATE OF • BC LL O.0 PSF SLT-ENO WMR 407- 29911522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A t Q •, O FAX: 407-299-91 5.3 CONNECTORS ARE MADE Of 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 4ACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PER fl l0 V p.... /, fir 47S, O T 0 T . L D . 55.0 P S F S E Q N 42741 DRAWINGS 160 A-Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COFPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1 . O rI 1F R O M S L C 0 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Nov 20 '03 SPACING 24.0" JREF 1S10352 ZO4 II I LZtS23UWN F16 In— urvu rncrucu ro, o 01 , TOP CHORD 4x2 SP #2 ***LOADING ON THIS TRUSS CALCULATED BY; JOB -DESIGNER, AND MODIFIED***., BOT CHORD 4x2 SP #2 . WEBS, 4x2 SP #3, DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ' LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC- From 100 'PLF at O:OO to 100 PLF at 5._29 BC From 10 PLF at 0.00 to 10 PLF at 5.29 TC 797 LB Conc. Load at 0.60, 2.60, 4.60 I` 1-7-8 i 24.5" _1 1-7-8 1 5" Typ. 3X6III 5X4 5X4= 3X6III 1-4-0 1-4-0 9II-0 3X6= 2X4111 2X4111 3X6- s5-3-8 Over 2 Supports R=1507 R-1466 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 QTY:1 FL - 1 R - Scale WARNING'* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND •w.••••••.••RA- TC LL 40.0 PSF REF R352-`-_90675 BRACING. REFER TO. MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI `(TRUSS PLATE v\, Y` 'y INSTITUTE, 5B] D'ONOFRIO DR., SUITE 200. MAD ISON, 'WI 53719), FOR SAFETY Pft ACTICES PRIOR TO J A IF C'Q '• / _ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED a lV %'•`. - TC DL - 10.0 PSF DATE 03/12/03 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.42704 ROOF TRUSS DIVISION "" IMPORTANT" FURNISH A.COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED: 1 BC DL 5.0 PSF DRW SLTUSR352 03071190 PRODUCTS, INC. 'SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO X 2722 SOUTH APOPKA BLVD.' BUILD THE TRUSSES IN CONFORMANCE WITHTPI; OR FABRICATINGLNG, HANDLING, SHIPPING, INSTALLING AND .d STATE OF ;' APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLEIPROVISIO NS Of NOS (NATIONAL DESIGN [ A' - BC. LL O.O PSF SLT-ENG /WMR 4Q7-299-1522 SPECIFICATION PUBLISMED 8Y THE AMERCTCAN FOREST ANO PAPER .ASSOCIATION) AND TPI.. ALPINE. O FIX,.-•aV FAX: 407-299-9153 CONNECTORS ARE MACE OF-20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO VV4 ''•....., TOT. LD 55.0 PSF SEQN 42531 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED -ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL DN THIS DRAW LNG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` DDR. FAC • 1.00 FROM SLC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92 16 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - - Nov 20 '03 SPACING SEE ABOVE JREF- - 1S10352_ZO4 Z28238WP R1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 TOP CHORD 2x4 SP 2 120 MPH WIND, 24.81 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED S BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT 1, EXP B, WIND TCDL=5.0 PSF, WIND I WEBS 2x4 SP 3 BCDL=5.0 PSF. I d ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. k-19-9-1 5X6= 5X8= 5X6= i o 3X6 (A1) = 3X6 (A1) i I ley L, 20-0-0 I 20-0-0 E 40-0-0 Over 2 Supports R-1561 U-327 W=4" R=1561 U-327 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 wsamuft, 0TY:1 FL - 1 R - Scale 1875" Ft. i WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPL (TRUSS PLATE INSTITUTE, 5B3 O'ONOFRIO DR., SUITE 200, MADISON. WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH ACOPY 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, INSTALL ING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 1fi0 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. M QQ ;, •(qYI_ iCQ 'Q '., • G NO.42704 SAS STATE OF O.A••. 0 R Crr-- ... .... rs ONAL 20 '03 T C L L T C D L BC DL BC LL TOT . L D . 20.0 P S F 7.0 ` P S F 10.0 PSF. 0.0 PSF 37.0 P S F R E F R 3 5 2 -- 90676 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA.FL 32703 407-299-1 522 FAX: 407-299-91 5.3 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #921E1 DATE 0 3 / 1 2 / 0 3 DRW SLTUSR352 03071191 SLT-ENG WMR S E O N 42537 D U R . F A C . 1 2'5 6" SPACING 24.0" JREF- 1S10352_ZO4sNov I CzdzjbWF' R2 THIS DWG PREPARED FROM COMPUTER INPUT LOADS DIRENSIONS)'SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 120 MPH WIND, 24.56 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 T WEBS 2x4 SP #3 BCDL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) Ix4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 19-9-14 3X6 (Al) = 5X6= 5X10=, 5X6=. 3X6 Al 1-4-0 1-4-0 1. 19-0-0 0-9 19-0-0 j< 40-0-0 Over 2 Supports R-1561 U-553 W-4" R=1561 U-553 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 pLKDI QTY:2 FL T C 1 L L R Scale 125" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M Q,,- BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED DY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, HI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLYATTACHED. P ,,.., ,"' P''F Q••. ` T C 20.0 P S F R E F R 3 5 2-- 9 0 6 7 7 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. g-%.••,F D L 7.0 P S F DATE 0 3/ 1 2/ 0 3 ROOF TRuEss DIVISION IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2 i0. i0a 55o BC DL 10.0 PSF DRW L TU$R352 03071192NCPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S L T - E N G / W M R 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 PROVISIONS OF NOS (NATIONAL DESIGN STATE 9O B C L L 0.0 P S F 407-299-1 522 SPECIF CONNE CTORSIAREPMADE SHED 20GATHE ASTHMERICANA6531GR400GALVAN 4TEELER EXCEPTASSOCIATION) NOTED- TAPPLYALPINE CONNECTORS TO OAF 4 O Rl..`•'•' TOT L D. FAx: 407-299-91 53 - EACH FACE OF TRU55, AN UNLESS OTHERWISE LOCATED ON TH[S DESIGN, POSITION CONNECTORS 4...... ,,. 37. 0 P S F S E Q N 42625 PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p S ONAL PROFESSIONAL. ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF TH15 D U R F A C .. 1 Z 5 CERTIFICATE OF AUTHORIZATION N97_18 COMPONENT OMPOTE T1FOORANYBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 20 ' 0 3ANSI/TP SECTIOPARTICULARSPACING24. 0" J R E F 1 S 1 0 3 5 Z Z D 4 L28Z3bWF - KJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5 X 6 = 5X6= 1 nIJ uwo rrtLrAKtU rmum bumruiLn im-ui kLUNUJ h UI MLIVJIUNJ) JUmlIIItU 6T IKUJJ rlr K. 120 MPH WIND, 24.06 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (A1) 5X6= 5X10= 5X6= 3X6 (A1 1-4-0 1-4-0 r v 17-0-0 _1_ 6-0-0 _1_ 17-0-0 _I j 40-0-0 Over 2 Supports _ 1 R-1561 U=548 W=4" R-1561 U=548 W=4" 19-9-14 pM iM'c'•" i No.42704 STATE OF 0..10..... • AXL Nov 20 '03 Z2823BWP R4 THIS UWG PREPARED 'FROM COMPUTER INPUT (LUAU) & U1PTtNJ1UNJ)-JUUM111tU UT TRUSS MFR. wi TOP CHORD 2x4 SP #2 120 MPH WIND,.23.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2. WITHIN 6.50 FT FROM ROOF EDGE, CAT I;I, EXP B; WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP`#3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) lx4 #3 OR BETTER "T" BRACE. 80%.LENGTH OF. WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC, IN LI€U OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24 OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4111 5X6= 5 X 6 5 X 6 6 r _ 6 A) (A 19-9-14 3X6 Al _ 2X4111 5X6= 3X8= 5X6= ZX4111 3X6 Al 1-4-0 1-4-0 1_ 15-0-0 J_ 10-0-0 _1— 15-0 0 `I 40-0-0 Over 2 Supports , I R-1561 U-542 W=4 R-1561 U=542 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 OTY:2 FL - l - - R - Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING,. SHIPPING, INSTALLING ANO PM A TC ILL 20.0 PSF REF R352- 90679BRACING. REFER TO HIB-91 - (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Y` •LQq', INSTITUTE, 583 D'ONOFR IO R. SUITE 200 ,. MAD ISON, WI 53719). FOR SAFETY PRACTICES PRIOR T0. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED; i `: P. _ 'Q%.'•• TC DL 7.O .PSF DATE 03/12 03 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V to ROOF TRUSS DIVISION ** IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l No.42704 BC DL 10.0 PSF DRW SLTUSR352 03071194 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 9 272250UTHAPOPKABLVD.. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7[ - BC LL 0.0 PSF SLT—ENG WMR APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH. APPLICA BLE PROVISIONS OF NOS (NATIONAL DESIGN mot, STATE OF - _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - -P, IC` C c / - 407-299-1522 CONNECTORS ARE MADE OF 20GA ASTM A653-GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO v ••ORIQ TOT, L.D 37, O PSF JE4N - 42543- - FAX: 407.299-91 53 EACH FACE OF TRUSS, AND. UNLESS OTHERW-ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER _ DRAWINGS 160. A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING-7QNA1,DDR . F'AC . 1 . 25 - PROFESSIONAL ENGINEERING -RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.- THE SUITABILITY AND USE OF THIS " CERTIFICATE OF AUTHORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NOY 20- '03 SPACING 24.0" JREF 1S10352 Z04ANSI/TPI I-1995 SECTION 2. Z28238WP R5 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 rI ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. i DEFLECTION MEETS L/360. LIVE AND L/240 TOTAL LOAD. 5X6 2X4III 5X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 23.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED WITHIN 5.50 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. 3X6 Al = eA4111 bAb= SXtS= 5X6= ZA4111 3X6 (A1) 1-4-0 1-4-0 L 13-0-0 1- 14-0-0 j 13-0-0 I 40-0-0 Over 2 Supports R=1561 U=537 W=4" R=11;r1 U=537 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 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. 58J D'ONOFRIO DR., SUITE 200. MADISON, WI 53739). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER Co. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TR LISS DIVISION `IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY .DEVIATION FROM THIS 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 NDS (NATIONAL. DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By THE AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOFAX: 407-299-91 5.,, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THis DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING BE 5IGNER, PER ANSI/TPI 1-1995 SECTION 2. Zoo 19- 9- 14 I yW" 0TY: 2 FL - 1 R - Scale TC ILL 20.0 PSF REF R352- - 90680 e a81.;PtIFIC; q. q TC DL 7.0 PSF DATE 03/12/03 i N0. 42704 BC DL 10.0 PSF DRW SLTUSR352 03071195 os STATE OF ;° BC LL. 0.0 PSF SLT-ENG /WMR j 90 0R`V TOT. LD. 37.0 PSF SEON - 42545 AILDUR.FAC. 1.23, Nov 20 ' 03 SPACING 24.0" JREF - 1SIO352 Z04 LZ0ZSUVIN - Kb TOP CHORD 2x4 SP'#2 BOT CHORD 2x4 SP #2 14E8S 2x4 SO #3 ROOF.OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5 X 6 5X6= 2.5X4= 5X6= Inu uwu rKtrAKtU rKum uumrultK INrul ( LUAU 3 a u I RLIVJ I UNZO)• 3U019L I I tU UI IKu—, rirn 120 MPH WIND, 22.56 FT MEAN HGT, ASCE 7.-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF"EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 19-9-14 2X41II 5X8= 5X6= 5X8= 2X4111 3X6 (A1) = 3X6 (Al) 1-4-0 1-4-0 I_ ll-0-0 _I. 18-0-0 _I_ 11-0-0 40-0-0 Over 2 Supports I R=1561 U=531 W=4" R=1561 U=531 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 p+ CITY :2 FL - 1 R Scale =.125" Ft. WARNING.. TRUSSES REOUIREEXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE - w T C L L- 2 0, 0 P S F R E F R 3 5 2-- 90681 INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, HADISON, HI 53719), FOR SAFETY PRACTICES PRIOR TO Y 8 .'N• 4 S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G A T C D L 7. D P S F DATE 0 3/ 1 2/ 0 3 IMPORTANT"` OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ENGINEERED N0.*704 S*e ROOFTRusSDIVISION* j FURNISHACOPYALPINEPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03071196 2722 SOUTH APDPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS BESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATEOF;' BC LL D. D PSF SLT-ENG WMR 407-2991522 - - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 9O '• P:• CONNECTORS ARE MADE OF 20GA ASTN A653 GR 40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO R C.• Q p TOT. LD. 37.0 PSF SEON 42547 FAx: 407- 299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER go -p G PROFESSIONAL ENGINEERING IN DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN -SHOWN. THE SUITABILITY AND USE OF THIS A1.N D D R F A C . 1 . 2 5 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER _ - Nov 20 '03 SPACING 24.0" JREF IS 10352_ZO4 ANSI/TPI1-3995 SECTION 2. - L2823661P - K/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC Yn\ 5 X 6 5 X 6 =— 2.5X4= 5 X 6 =— 3X6(A1) = 5X8 5 X 6 = 5X8= IRIS UWG PKLPAKEU FKUM COMPUIEK INPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 22.06 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (A1) 1-4-0 1-4-0 9-0-0 1 22-0-0 I 9-0-0 1 rE 40-0-0 Over 2 Supports R=1561 U=525 W-4" R=1561 U=525 W=4" 19-9-14 G PtIFlC;9 10 No.42704 o l STATE of e 9o ss NA1.EN'` a. Nov 20 '03 L ebe .5UWF - Kb)- - IN1S UWU HKtHAKtU LKUM UIMHUItK 1NFU1 (LUAUS 8 UIMLNSIUNS) SUBMIIIEU BY IKUSS MI-K. TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: 120 MPH WIND, 21.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 :B2 2x6. SP SS: ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 :W3, W9 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLI_NS: TO BRACE ALL FLAT TC @ 24" OC. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL .LOAD. - CALCULATED VERTICAL DEFLECTION IS 0.54" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X 20-.0-0. " 2 X 4 1OX10 (R) 111 3X4= 7X6 3X4= IOX1O (R) 111 2X4 6 r T2 T 6 5X4(A4) W3 W9 5X4 (A4) 19-9-1 HS612 82 HS612= 2.5X4= 3X8= 2.5X4= 5X4 (A4) 5X4 (A4) 11-- 1-a-oy 7-0-0 I 26-0-0 I 7-0-0 40-0-0 Over 2 Supports R-3083 U=935 W=4" Ra3083 U=935 W=4" PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL - 1 - R - Scale=.1875" Ft. WARNING" TRUSSES -REQUIRE-EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND w R BRACING. REFER TO HIB-.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ``C`,.......,'WA. - TC LL - 20.0 PSF REF R352---.90683 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON, Ill -53719). FOR SAFETY PRACTICES PRIOR TO I, ": ••' I FI L'• PERFORMING THESE FUNCTIONS. UNLESSOTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED -A3; a;•:F• TC DL 7.0 PSF DATE 03/12/03 SMYTHLUM$ER CO. STRUCTURAL PANELS; BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. W•;I IMPORTANT`* FURN IiH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No. 42704. ROOF TRUSS DIVISION PRODUCTS. -INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ' -*- * BC DL '10.0 PSF D RW SLTU SR 352 03071198 27APOPSOUTH IU,FLP32703BLVD. BUILBRACDINGHOFTRUSSES TRUSSES. CONFORMANCE DESIGNWITH CONFORMSOWITHAAPPLICABLEPRODVISIONSSOFPPI NDSG . INSTALL (HATIONALING ANDDESIGN 'd STATE OF BC LL 0.0 PSF JLT-ENG /WMR - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER. ASSOCIATION) AND. TPI. :ALPINE 0R10.' 407-299-1 522 P' • 44 - CONNECTORS ARE MADE OF 20GA AST A653 GR40GALV. STEEL, EXCEPT AS .NOTED. APPLY CONNECTORS. TO [ff .. TOT. LD 37.0 PSF SEON - 42680 FAx: 407-299-91 53 EACH FACE OFF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -Y n, \ PROFESSIONAL ENGINEERING DRAWINGS. 160- A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF .PROFESSIONAL ENGINEERING S aNA1.N D U R F A C 1 2 5 - RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR 8UILOING IS THE RESPONSIBILITY OF THE BUILDING OE SIGN ER,PER ANSI/TPI 1-1995 SECT, ON 2. Nov 20 ' 03 SPACING .,SEE ABOVE JREF 1S10352_Z04 LZtlLJ1iWF - Ky TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 2 X 4 111 6 F— 1 10-3 91- 0 2X4(A ) 2 X 4 III I111J UWU rKtFAKtU FKUM UUMFUILK 1NFU1 (LUAU) 6 UIPILNJIUNJ) NUUMIIILU -BY IRUSS MFIZ 120 MPH WIND, 10.07 FT MEAN MGT, 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. 3-0-0 Over Continuous Support R=97 PLF U=64 PLF W=3-0-0 PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 p!""` QTY:1 FL 1 R Scale WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE e A T C ILL 20.0 P S F R E F R 3 5 2- -. 90684 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISO N, WI A3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y``_.•••"••• vIaI `v• PtIF.'••'• f T C D L 7.0 P S F DATE 0 3 1 2 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 37a ( (>,' RoOFTRUSS DIVISION IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO d N0. 4.1704 BC DL 1D.0 PSF DRW SLTUSR352 03071199 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 BUILD T14E TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE 0 F : BC ILL 0. 0 PSFF S L T - E N G / W M R ` 407-299-1 522 SPECIFICATION PUBLISHED BY THE AHERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE 9t • 0AA ,, P' , O R A.•• FAX: 407-299-9 153 - GONNECTOR$ ARE MADE OF 20GA UNLESS OA653THERWISESE L GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS Cy'••., •• r 777777---- VV T 0 T . L D . 3 7 . 0 P S F S E Q N 42686 DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S NAPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1 . 2.5, CERTIFICATE AUTHORIZATION #9218OF COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF. THE BUILDING DESIGNER, PER ANSI/TPI NovN-2o '03 SPACING 24.0" JREF. 1S10352_Z041-1995 SECTION 2. L L t5C SDWV K1U IM1J UWu rKtrAKtU FKUM UUMFUILK INPUI LUAUS & DIMENSIONS),•SUBMITTED BY TRUSS MFK. TOP CHORD 2x4 SP 3 120 MPH WIND, 10.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP 3 ANYWHERE IN ROOF, CAT II, EXP 8, WIND.TCOL-5.0 PSF, WIND BCDL-5.0 PSF. WEBS 2x4 SP 3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 X 4 III 6j— 1-10-3 91- 0 2 X 4 III 2X4(A1) I-4-Oy 3-0-0 Over 2 Supports R-234 U-180 W=8" R-69 U=180 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 V%m QTY:6 FL 1 R Scale WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB'91 (HANDLING INSTALLING AND BRAC.ING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, 1.11 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED MQ •....:.• ATIFIC'' 4j:'••t V 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-- 90685 S LUMBER CO. DATE 0 3 / 1 2 0 3MYTH ROOFTRII3S DIVISION - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED aye ; 8 :- NO.42 04 BC OIL10.0 PSF DRW SLTUSR352 03071200 APOPKA EILVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S L T - E N G W M R 27 22 SOUTH 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 1 STATE 0 F BC L L 0.0 P S F 407-299-1 522 SPECIFICATION PUBLISHED BY, THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE'OF 20GA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO C IO •• O Rl •• TOT L D 37.0 P S F S E Q N 42683FAX: 407-299-9 1 53 EACH FACE OF TRUSS, AN UNLESS OTHER WI 5E. LOCATED ON THIS DESIGN, POSITION CONNECTORS PER~••• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS D U R F A C . 1 .25 FROM B M CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 20 '03ANSI/TPI I-I995.SECTION r. SPACING 2.4.0" JREF 1S10352_ZO4 LZbZJtlWr - K11 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W1, W2 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 81 PLF at -1.46 to 81 PLF at 8.63 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.08 BC From 4 PLF at 7.08 to 4 PLF at 8.63 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 1 rvU RCYISn CV fRVfl bVl'IrVICn ILU/\UJ d U11-11 lU1\J) JUUrII IICU UI UD I-— LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' 120 MPH WIND, 15.89 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. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 6 6 T 1 W2 2- 0I- 11 131=4 - 0 L< 1-5-0>j L< 1-5-0>j 3-6-8 3-6-8 _I 7-1-0 Over 2 Supports R=484 U=239 W=15" R=484 U=239 W-15" I Note: All Plates Are W2X4 Except As Shown. mca 0 T Y : 1 PM' I '% 3 j IFIC,q- `,pr i No.42704 a STATE OF c 90 OR OP•` 4, ss aNA1.EN' Nov 20 '03 FL - 1 TC LL TC DL BC DL BC LL TOT.LD. OUR .FAC SPACING fnIf- 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 SEE ABOVE 3-9-15 FROM BM JREF- 1S10352 ZO4 cL04JIJWV K1Z) THIS DWG PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS)"SIIBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 2 120 MPH WIND, 15.89 FT MEAN HGT, ASCE,7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP 2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF. WEBS 2x4 SP 3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. T 2-0-11 5X4= 6I— l6 2 X 4 111 2 X 4 111 T 2- 0I- 11 2X4III 2 X 4 III 2 X 4 III LE1-5-0L<1-5-0:J I. 3-6-8 I 3-6-8 I 7- 1-0 Over 2 Supports R= 348 U=227 W=3.5" R=348 U-227 W-3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 OTY:3 FL - 1 R Scale 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 w T C L L 20. 0 P S F R E F R 3 5 2-- 90687 INSTITUTE, . 583 D'ONOFRIO DR., SUITE 200, MADISON, IJI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERIISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED r ,,....:,, J ' TIFI (,` • / d; Gr4A J`•:F ' T C D L 7. 0 P S F DATE 0 3/ 1 2/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIG14 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO. 42704 a ROOFTRU55DIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR ON THIS DESIGN: ANY FAILURE TO S.*. BC DL- 10.0 PSF DRW SLTUSR352 03071202 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE KITH TP 1: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPIJCABLE PROVISIONS OF NOS (NATIONAL DESIGN Q ; STATE OF B C L L 0. 0 P S F S L T - E N G / WM R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE - 9O • 407-2991 522 FAX: 4-299- 1 2 53 CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS P OR Q,.'•` T 0 T . L D . 37. 0 P S F S EON 42693 OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s NA1. 4p PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. D U R . F A C . 1 . 25 FROM BM CERTIFICATE OF AUTHORIZATION #921a THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 2 0 ' 0 3 ANSI/TPI 1-199S SECTION 2. SPACING 2 4. 0 J R E F 1 S 1 0 3 5 2 Z 0 4 cz8z38wN - K13 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 X 8 =— 2X4111 IHIJ UWU rKLI'AKtU tKUM UUMFUltK INHUI ILUAUJ JS UIMLr0IUNJ) .UMMIIILU UY IRU)S IHFR. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. LOCATED ANYWHERE IN ROOF, CAT I1, EXP 8, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. 6X8= 3 3 9-4-0 2 X4 111 14Cd1 9 = 2X4 III 3X8(A1) Q1ao 6-0-0 _I: 8-0-0 20-0-0 Over 2 Support R=1383 U=554 W=3.5" 3X8(Al ) R=1383 U=554 W=3.5" PLT TYP. High Strength, Wave TP195 R Design Crit: TPI STD , FLBC 6.10 uw• QTY:1 FL 1 R Scale 3125" Ft. WARNING R TRUSSES REQUIRE EXTREME INE CARE IN FABRICATION. AND ATION, HANDLING, SHIPPING, INSTALLING AND REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TOINSTITUTE. PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V ••••••.• y%A _ s ` .; r_• PS IF1;q"•y :j r `, 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-- 90688 DATE 0 3 1 2 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Vt. DRW SLTUSR352 03071203ROOFTRUSSDIVISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ni0.•iz%oa BC DL 10.0 PSFpR00UCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A- * SLT-ENE WMR ' 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OESI GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 STATE OF ;• C OR,OP: BC LL D. D PSF 407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 •; FAX: 407-299-91 CONNECTORS ARE MADE OF 20GA ASTM A6A3 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO r T 0 T L D . 37 . D P S F S E Q N 4257553EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON TH15 OE SIGtJ, POSITION CONNECTORS PER f D U R F A C 1 2 ROMDRAWINGS160A-2. THE SEAL ON TH15 DRAWING IN ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL F_NGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A N 0 USE OF THIS. F B M CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 20 '03 SPACINGANSI/TPI 1-1995 SECTION 2. SEE ABOVE1 JREF 1S10352_Z04 THIS DWG PREPARED FROM COMPHTFR INPIIT N OADS A. DIMFNCIONCI [IIRMITTFD RY TRIM' MFR_ LLti2: uw - vl TOP CHORD 2x4 SP #2 120 MPH WIND, 23.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #3 ANYWHERE IN ROOF, CAT II,'EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 3-9-4 2X4 5X4= 2 X 4 III 6I- 2 X 4 111 6 2X4(D1) Qu + 21-4-13 2X4 III 5X4= 2X4 III L, 7-6-8 _I 7-6-8 15-1-0 Over Continuous Support R=74 PLF U-31 PLF W-15-1-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 uva= QTY:1 FL - 1 R Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING:. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), -PUBLISHED BY TPI' .(TRUSS PLATE Rw _ _ P ,,. ..'ry j T C ILL 20.0 P S F R E F R 3 5 2-- 54765 INSTITUTE, SB3 D'ONOFRIO DR., SUITE 200. MADISON, III 53719). FOR SAFETY PRACTICES PRIOR TO IF C '• r••, •pSMYTHLUMBERCO. PERFORMING THE 5E FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 2 T C D L 7.0 PSF DATE 1 1 2 D 0 3 ROOFTRuss DIVISION .. IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S NO.42704 8e BC DL 10.0 PSF DRW SLTUSR352 03324431 2722 SOUTH APOPKA BLVD. APC7PKA. FL 32703 BUILD THE TRUSSES INCONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 71 Q STATE OF = BC ILL 0.0 PSF S L T - E N G / W M R SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A, 44407-299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR4a GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 0 ••' 0 RV"* V T 0 T. L D. 37.0 P S F S E Q N- 23969FAX: 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING r OJYAIE - D U R F A C 1.25 CERTIFICATE OF AUTHORIZATION #9216 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH OWN. 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. Nov 20 '03. SPACING 24.0" JREF- 1S10352_ZO4 L Zb L6I11NY VZ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 2-9-4 2X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 23.93 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDLa5.0 PSF, WIND BCDLs5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 5X4= 6 F— 16 D1) = 2X4(D1) 22-4-13 2 X 4 III 5.6-8 _I, 5-6-8 _I 11-1-0 Over Continuous Support R-74 PLF U=30 PLF W-11-1-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING'* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING,' SHIPPING, INSTALLING AND 8RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISIED 8Y TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MAOISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. . ROOF TRUSS DIVISION 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 27 22 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 407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 OR 40 GAL 4. STEEL, EXCEPT AS NOT, D. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGIN E RING DRAWINGS 16 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH 0U . THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. u* QTY:l FL 1 - R - Scale Q,,,...:,, TC LL 20.0 PSF REF R352- 54766 IFIC,Q E`— TC DL 7.0 PSF DATE 11/20/03 i No.42704 i BC DL 10.0 PSF DRW SLTUSR352 03324432 ot STATE OF z BC LL 0.0 PSF SLT-ENG /WMR OR10P' TOT.LD. 37.0 PSF SEQN- 23972 ss ONA G DUR . FAC . 1 . 25 Nov 20 '03 SPACING 24,0" JREF- 1S10352 Z04 1 THIS 'DWG PREPARED FROM COMPUTER INPUT (LOAD, E DIMENSIONS) SUBMITTED BY TRUSS MFR R. - E LZb4JbWf - V3 - - TOP CHORD 2x4 SP #2 120 MPH-WIND,,24,43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #3 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 5X4= 6 1-9-4 2X4(D1) = 2X4(D1) 23-4-13 2X4111 i I_ 3-6-8 _I. 3-6-8 _I 7-1 0 Over Continuous Support R-74 PLF U=27 PLF W=7-1-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD F,LBC 6.10 a 0TY:1 FL 1 - R - C Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRI-CATION, HANDLING, SHIPPING, INSTALLING AND PM M. Rw- TC LL. 20.0 .PSF REF R352- 547.678RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI - (TRUSS PLATE -'v` C` j - INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200, NADISON, WI 53719), FOR SAFETY PRACTICES PRIOR. TO `V ••' TIF(,''' PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .G(rR %•';TC DL. 7.0 PSF DATE 11/20/03 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED : No. 42704 ; ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC DL. lO• O PSF DR.W SLTUSR352 03324433 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND - STATE OF ;• BC LL 0.0 PSF SLT-ENG /WMR APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A 407-299-1522 CONNECTORS IAREON PMADESOF020GABYTASTMHE MA653AGR40RGALV. STEEL, EXCEPTEST DPAPER ,ASINOTED. AND TAPPLYACONNECTORS TO LPINE- ' pO<OR1Q,'•'t1 TOT.LD. 37.0 PSF SEON-- 23976 FAX: 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0.•~"'• •t \ PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS ORAWING INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S ONAt. ` OUR. FAC. 1.25 RESPONSIBILITY SOLELY FOR THE TRUSS COI MPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION#921B COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1- 1995 SECTION 2. - Nov 20 ' 03 - SPACING 24.0" JREF-. 1S10352_ZO4 LL8Z36WN - M1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 1111S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 21.56 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. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 2 R4217 U=189 3-9-15 R=32121 U=180 1 10 Io E _I9-10-13 fE 9-10-1 Over 3 Supports R=400 U=223 W=5.657" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 0TY:4 FL 1 R - Scale =.375" Ft, WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING,INSTALLINGAND B RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE w T C L L 20.0 P S F 1 REF R 3 5 2-- 90689 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO S)F)p•• qr:E, ~ S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. GAR N . T C D L 7.0 P S F DATE 0 3 / 1 2 / 0 3 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.42704 I.nROOFTRUSSDIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t BC DL 10.0 PSF DRW SLTUSR352 03071204 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONE ORMANCE WITH TP 1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDSTATEBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN OF BC LL - 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 9O •. 407-299-1522 FAX: 407-299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO P:•t C^•y R.•' a• TOT. LD. 37.0 PSF SE.ON - 42583 EACH FACE OFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DR AVIING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V V PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS DUR . FAC . 1 .-25 CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION Z. Nov 20 '03 SPACING SEE ABOVE JREF - lS10352 ZO4 Le0e,5bWP - F)Z ' TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 5-11-8 SETBACK JACKS WITH NO WEBS 2.12 I- 2X4(A1) IMIJ UWU PKtPAKtU tKUM LUMPUILK 1NPUI (LUAU) 6 U I P't NJ I UN:))•JUUM I I I tU LIT IKUJJ MI'K. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 110 3 7 R=279 U=233 1-9-12 910 R=117 U=180 1 10 10 1, 8-5-13 E 8-5-1 Over 3 Supports R=157 PLF U-95 PLF W-1-10-10 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL - 1 R - Scale 375" Ft. WARN.ING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI PLATE M Rw _ - P T C L L 20.0 P S F R E F R 3 5 2-- 90690TRUSS INSTITUTE, 583 D'ONOFRIO R. SUITE 200',MAD ISONNI 53719). fOR SAFETY PRACTICES PRIOR TO: PERFORMING THESE FUNCTIONS. UNLESS OTHERWSE INDICATED, TOP CHORD .SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. F G+•' "Y i : Gt4P%••, y T C D L 7. 0 P S F DATE 0 3/ 1 2/ 0 3 SMYTHLUMBERCO. I IMPORTANT" I NO. RooFTRussDlvlslor]* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT RE RESPONSIBLE SI ANY DEVIATION .FROM THIS DESIGN; ANY FAILURE TO 42704 1 a BC DL < 10.0 PSF DRW SLTUSR352 03071205 2722 SOUTH APOPKA BLUD. 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 t STATE OF • BC LL - 0.0 PSF SLT-ENG WMR . SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE 407-299-1 522 - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Q. (` ORIQ,.'• VlTOT L D 37.0 P S F S E O N 42585 FAX: 407-29&91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER rs ONALE PROFESSIONALENGINEERINGDRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1.25 - FROM BM CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILIT Y 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. - - NOV 20 '03 - SPACING SEE ABOVE JREF lSl0352_ZO4 t rstsOwr - t> TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 4 2 R=163 U=180 3-10-3 R=73 U=180 vnv n , n.. v i null vni , unr is uinuvol vlv o7 Icu oI Inu nrn. 120. MPH WIND, 21.56 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. Lcl- 4-o,1E 7-0-12 _I 7- 0-0 Over 3 Supports R- 363 U=197 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 „XK QTY:28 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'ONOFRIO OR., SUITE 200, MAOISON, VII 61719), FOR SAFETY PRACTICES PR[OR 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 DEVfAT ION FROM THIS DESIGN; ANY FAILURE TO e 7.`_.•• "••• • Q/jj P'(IFIC;q •. y3 : ( A •. d N0. 4.1704 1 SJ T C T C BC L L D L - DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 90691 S MYTH LUMBER CO. ROOF TRLIS&DIVISION DATE 0 3 / 1 2 / 0 3 DRW SLTUSR 352 03071206 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407- 299-1 522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH II; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDSTATE BRACING OFTRUSSES. 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 OF % A 90 •• c (/ Q R+o•••• ss ONA.. G BC T 0 T LL L D . 0.0 3 7 0 PSF P S F SLT-ENG WMR S E Q N 4 2 5 8 7 D U R F A C . 1 .2. PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORIZATION #9218 ORAWINGS 160 A-2. 1"HE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP0IS IIII L I TV 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 I- 1995 SECTION 2. Nov 20 '03 SPACING 24.0" JREF 1S10352_ZO4 L -- LZUZJUWI' - E22 THIS DWG PREPARED -FROM COMPUTER INPUT (LOADS & DIMENSIONS)oSUBMITTED BY TRUSS MFR.' TOP CHORD 2x4 SP #2 120 MPH WIND, 10.23.FT MEAN HGT, ASCE 7-98, CLOSfD.BLDG, LOCATED J BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PS.F, WIND—BCDL=5.0,PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. . j 3 *lT-10-4 r R=137 U-180 1-9-14 91- 0 R=60 U=180 2X4(AI) L<I-4-07>1.E 6-0-12 - 6-0-0 Over 3 Supports—__ R=326 U=214 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 tinlN QTY:5 FL - 1 R - Scale 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 PM RL1.1i` - i/f/ T C L L 20.0 P S F R E F R 3 5 2-- 90692 - INSTITUTE, 503 D'ON OFRIO OR., SUITE 200, MADISON, Idl 53719), FOR SAf ETY PRACTICES PRIOR TO••''(IFIC'wPERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE t(, •Q 3 SMYTHLUMBERCo. PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A %•. p VT C D L: 7.0 P S F DATE- 0 / 1 2 / 0 3 ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE. RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO No. 4 2704 1 $>e, BC DL - 10.0 PSF DRW SLTUSR352 03071207 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDDESIGN, STATE OF i BC LL. 0.0 P(S F SLT-ENG /WMR NATIONAL SPECIFICATIONPUBLISHED BY THE AMER ICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE 407-299-1 522 CONNECTORS ARE MADE OF 20GA. ASTM A653 GR40 GALV. STEEL, EXCEPT -AS NOTED. AP PL Y TO O R O.•s•, t' v T0 T. L D. 37, 0 P F S E Q N - 42589 FAx: 407-299-91 53 CONNECTORS EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOL ATED ON THIS DESIGN, POSITION CONNECTORS PER 1 n•'••••• Vu ONA,. JPROFESSIONAL ENGINEERING DRAWINGS 160 A- 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t FAC. 1 - FROM BM CERTIFICATE OF AUTHORIZATION #9218 RE 5 P O NSIBIL IT Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.-- THE SUITABILITY AND USE OF THIS - COMPONENT FOR A14Y PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI SECTION 2. Nov 20 '03 OUR. 25 SPACING 24.W' JREF - 1S10352_ZO4 1-1995 Z28Z38WN - u TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. INIJ UWU PKLVAKtU FKUM.CUMPUItK INPUI (LUAU] 5 UINLNJIUNJJ JUUMIIItU UY IKUSJ MFK. 120 MPH WIND, 21.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2 -4-2 R-108 U=180 2-10-3 14 R=48 U-180 I L,1-4-0,1e 5-0-12- 5-0-0 Over 3 Supports R=295 U=181 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 n 0TY:B FL 1 R Scale WARNING`* TRUSSES RECLINE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPf (TRUSS PLATE A • T C L L 20.0 P S F R E F R 3 5 2-- 90693 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MAD[SON. WI 53719), FOR SAFETY PRACTICES PRIOR TO Y` V ' APT F1 %'•• I%'.j SMYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED; TOP CHORD SHALL HAVE PROPERLY pTTALHED PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. g a . y ; G T C D L 7. P S F DATE 0 3 / 1 2 / 0 3 STRUCTURAL IMPORTANT** A OF THIS s3 N0.42704 ROOF TRUSS DIVISION FURNISH COPY DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO n BC DL 10.0 PSF DRW $LTU$(i352.0307120$ 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 411TH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Q : STATEOF ;' BC LL 0.0 PSF SLT-ENG /WMR y 407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP EA ASSOCIATION) AND TPI. ALPINE 9.• Q/ •,••O vFAX: 407-299- 91 53 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 R,OP•'• n a "rAJAT 0 T . L D . 37.0 P S F S EON -. 42591 D NAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING u'QNAL CC PROFESSIONAL ENGINEERING FOR THE TRUSS COMPONENT THE D U R . F A C ' 1.25 CERTIFICATE OF AUTHORIZATION # 9210 RESPONSIBILITY SOLELY DESIGN SHOWN. SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 2. - Nov 20 ' 03 SPACING 24.0" JREF - 1S10352_ZO4 ANSI/TPI 1-1995 SECTION TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2TZ R=47 U=180 1-1I0-3 R=23 U=180 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MI-H. 120 MPH WIND, 20.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCD.L=5.0 PSF, WIND BCDL-5.0 PSF. L<1-4-0,1E 3-0-12-1 3-0-0 Over 3 Supports R=234 U=180 W-4" PLT TYP. Wave TP195 R Design Crit: TPI STD , FLBC. 6.10 0TY:8 FL 1 R Scale 375" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. M M A T C L L - 20.0 PSF R E F R 3 5 2-- 90694REFERTOHOB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583-D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO P ••••„• •I Q F)(•• / S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a :(, -'Y.•• • P T C D L 7.0 P S F DATE 0 3 / 1 2 / 0 3 fi00F TRues DIVISION 2722 SOUTH APOPKA BLVD. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESP014SIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH -TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND NQ, f}'t70t T 74. BC DL 10.0 PSF DR4J SLTUSR35Z 03071209 APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1O • STATE OF BC L L 0.0 P S F S L T - E N G / W M R 407-299-1 522 FAX: 407-299-91 53, SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j 9 O R10•• A•, O ` O •••'••••..••• SS ONAI.EN' TOT . L D. 37.0 P S F S E 0 N- 42593 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR FAC 1 25 CERTIFICATE OF AUTMORIUTION #9218 RESPONSIBILITY SOLELY FOR THE TRU55 C011P ONE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - ANSI/TPI 2. Nov2 0 SPACING. 24.0". JREF 1S10352_ZO41-1995 SECTION Z2823BWP - C3) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6F 2X4(A1) 0 -1(- 4 2 0 -18 01 R_-- U1 80 14 L11-4-0 1-0-12 1-0-0 Oveerr33 Supports R=247 U-275 W=4" THIS DWG PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 20.06 FT MEAN HGT, ANYWHERE IN ROOF, CAT II, EXP B, ASCE WIND 1-98, CLOSED BLDG, TCDL=5.0 PSF, WIND LOCATED BCDL-5.0 PSF. II PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 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 1)R.. SUITE 200. MADISON. WI- 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION **IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED 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 APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20CA ASTM 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 PROFESSIONAL ENGINEERING 6AWINGS 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 CERTIFICATE OF AUTHORIZATION N9218 COMPONENT FOR ANY PARTICULAR BUILDING -IS THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. QTY:8 Ow````Q. IP):., IiNo.42704 t STATE OF ;° OR10P' NA1. No.v 20 '03 FL - 1 R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF Scale =.375" Ft. REF R352-- 90695 DATE 03/12/03 DRW SLTUSR352 03071210 SLT-ENG /WMR SEQN 42596 DUR . FAC . 1.25 k SPACING 24.0" JREF - 1S10352 Z04 LLtlL JU VIr - L4 TOP CHORD 2x4 SP #3 , BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. I MIS UWb PKEPAKED FKOM CUMPUItK 1NPUI (LUAUS S U1MtNSIUNS)-SU8MI1TED BY TRUSS MI-R. 120 MPH WIND, 9.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE r IN ROOF, CAT II, EXP B, W.IND TCDL=5.0,PSF, WIND BCDL-5.0 PSF. 31— 0 - 9R-918 00 4 9-4-0 RR=1 U=180 2X4 (A1) L<1-4-O>JF2-0-12—j 2-0-0 Over 3 Supports RR=211 UU=188 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 0TY:4 FL 1 - - R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND •` BRACING. REFER TO HlB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE - Y ,......,, T C L L. 20.0 P S F R E F R 3 5 2 90696 INSTITUTE, 583 O'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ; G P 'Q•tCjS T C D L - 7 .0 P S F DATE 0 3 / 1 2 / 0 3SMYTHLUMBERCO, STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l NO. 42704 o ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW $LTU$R352 03071211 2722 SOUTH APOPKA BLVCI. BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND . Q ; STATE OF; APOPKA. FL 32703 - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S s t B C L L - 0 . 0 P S F S L T - E N G / W M R 407-299-1522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIAT ION). AND TPI. ALPINE QI j'•,OR,OP•' v c FAX: 407-299-91 53 CONNECTORS ARE MADE OF ZOGA AST A653 GR 40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Cf •... //. T 0 T , L D . 37.0 P S F S E Q N T 42598 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1,A V PROFESSIONAL ENGINEERING DRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y D U R . F A C . 1.25 FROM BM RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 49216 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION z. - Nov 20 '03 SPACING 24.0" JREF - 1510352 Z04 LLtiZ3tSWN l7) IMIS UWU PKLHAKLU IKOM LUMPUILK INPUI (LUAUS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 120 MPH WIND, 9.98 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<1-4-D,1E 4-0-12 4-0-0 Over 3 Supports{ R-260 U=190 W-3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD , FLBC 6.10 uWwalw 0TY:4 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 PUBLiSHEO BY TPI (TRUSS PLATE ww T C L L 20.0 P S F R E F R 3 5 2-- 90697 INSTITUTE, 58] D'ONOFRIO D0.., SUITE 200. MA0150 N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORO -PROPERLY C`,.•••••.. j F1C'• a%`•'.C S MYTH LUMBER CO. SHALL HAYE ATTACHED BOTTOM CHORD SHALL G R T C D L 7 . 0 PSF DATE 0 3 / 1 2 / 0 3 STRUCTURAL PANELS, HAVE A PROPERLY ATTACHED RIGID CE IL 1t7G. NO.4Z7 4ROOFTRUSSDIVISIONIMPORTANT** 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 BC DL 1D.0 PSF DRW SLTUSR352 03071212 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPi; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND d ; STAfiE OF BC LL D.0 PSF SLT-ENGAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q 90 '•'a WMR 407-299-1522 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO vORO TOTT0T. L D. 37.0 P S F S E Q N 42600FAX: 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIONCONNECTORSPER nn Su'y ..... PROFESSIONAL ENGINEERING DRAWI 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1, ` O N R F A C 1 FROM BM RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGI4SHOWN. THE SUITABILITY AND USE OF THIS 25 CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Nov zo '03 ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1S10352 ZO4 D SPEED, 30'. MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE 'C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE - 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B r H- 1 / #2 3' 5" 5' 11 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11 11' 3" 13' 1" 13' 5" v SPF 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13, 1" 13' 1" L7 F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W 0 1 1 STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" B' 7" 8' 7" 11' 8" 11' 8" 1 3' 9" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' II" 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 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" I---i 1 2 3' 11." 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14 0" SPF 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" I'# 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 2" 6' 9" 7' 3" 6' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13` 6" 14' 0" 14' 0" w D 3 4 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" 0' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' S" 14' 0" 14' 0" STANDARD 3' 11 5' 3" 5' 3" 6' 11 6' 11 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" Try S P F 3 4' 2" 6' 11" 6' 11" 8' 9" e' 9" 10' 6" 10' 6" 13 10" 13' 10" 14' 0" 14' 0" v U HF STUD 4' 2" 6' 11" 6' 11 8' 9" B' 9" 10' 6" 10' 6" IT 10" 13' 10" 14' 0" 14' 0" O 1 1 STANDARD 4' 2" 5' 11 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" C 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13 10 14' 0" 14' 0" 14' 0" S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C DFL 3 STUD 4' 5" 4' 5" 7' 1" 7' 0" 7' 1" 7' 0" 8' 9" 8' 9" 9' 3" 9' 3" 10' 6" 10' 6" 11' 0" 11, 0" 13' 10" 13' 10" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" . 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" SYMM ABOUTI I - GABLE TRUSS 2X4 #2N OR BETTER DIAGONAL BRACE OPTION: r T VERTICAL LENGTH MAY BE I 18" DOUBLED WHEN DIACONAL BRACE IS USED. CONNECT 1 L„ L DIAGONAL BRACE FOR '670# BRACE AT EACH END. MAX WEB k TOTAL LENGTH IS 14'. 2X4 SP OR DF-L R2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT - L 1 AS SHOWN) AT -1p, 1PI r1i Iril Ini- UPPER END. ONTINUOUS BEARINXa CONNECT DIACONAL AT REFER TO -CHART ABOVE FORE;. R MIDPOINT OF VERTICAL WEB. - ON." WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS.' UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE NO. 42704 SMYTH LUMBER CO. A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- 1i ROOF TRUSS DIVISION FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, - y A .S.TATE OF APOPKA, FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIDNS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 4(' 407-299-152Z 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 O•, O o 1O P• rlTRUSSAND, UNLESS OTHERWISE LOCATED DIN THIS DESIGN, POSITION CONNECTORS PER n -`(, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL^. J• NV DESIGN SHOWN. THE. PUSENSIOF BIL(THIS DCOMPON CERTIFIICATEOIFOAUTHORPOFESSNALGUTIONI#921 NLELY TORANYSPARTICUULARTBUILDINGISTHESUITABILITYANDRESPONSIBILITY WIrr" ON` OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FDT-[.ARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH I t 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 £ ND SUPPORTS LOAD FROM 4' 0' OUTLOOEERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH 'L" BRACE WITH IOd NABS. FOR ( 1) "L' BRACE: SPACE NAD:S AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR ( 2) "L' BRACES: SPACE NABS AT 3" O.C. IN 16"-END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. rr GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN li' 6' 2X4 GREATER THAN 11' 6" 2.5X4 i n - I + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND REEL PLATES.. N' THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98—GAB12030 DATE 09/10/01 DRWG A12030ECO901 r` — ENG x , TOT. LD. 60 PSF MAX.. SPACING 24.0" GABLE DETAIL sUABOOUT '_, FOR LET -IN VERTICALS GABLE VERTICAL PLATE SIZES REFER TO ENGINEERED TRUSS DESIGN FOR PEAK. SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WED. EXAMPLE: 2* 2X4 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" 1X4 OR 2X3 2XB. GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN tl' 6" 2.5X4 2.SXB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH RIGID SHEATHING HAND DRIVEN NAILS: a TOENAILS lOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. T" GUN DRIVEN NAILS - 0.131" X 3": REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. MEMBER THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. GABLE TOENAILS ASCE 7-93 GABLE DETAIL DRAWINGS TRUSS SPACED AT A11015EN0699, A10015EN0899, A09015EN0699, A08015EN0699, A07015EN0699 4" D.C. A11030EN0699, A10030EN0699, A09030EN0899, A08030EN0699, A07030EN0699 ASCE 7-98 CABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A10015EC0901, A06515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901- SBCCi GABLE DETAIL DRAWINGS 511015EN0699, S10015EN0699, 509015EN0699, 508015EN0699, 507015EN0699 S11030EN0699, 510030EN0699, 509030EN0699, S06030EN0899, 507030EN0699 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SHCC( CEILING WIND LOAD) FOR hfAXiMUM UNREINFORCED GABLE VERTICAL LENGTH. zx6 "T" REINFORCING MEMBER zxa 'T' REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS MULTIPLY "T" FACTOR BY LENGTH (BASED ON CABLE 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" REiN_FORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRAG] WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCi ASCE 110 MPH 15 FT 2x4 10. 7" 10 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 10 7. 10 7. 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. - 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. BO MPH 15 FT 2x4 10 Z 20 7. 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 y 70 MPH 15 f'f 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 T" REINFORCING MEMBER SiZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 8' 7" . MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" DRAWINGS GAB98117 876,719 & HC26294035 REF LET -IN VERT DATE 10/24/01 DRWG GBLLETIN1001 ENG DLJ/KAR TOT. LD. 60 PSF FAG. ANY SPACING 24.0" VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED. WEBS 2X4 SP #3 OR BETTER. WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". 2). 16d BOX (0.135" X 3.5") NAILS .TOE -NAILED TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED. SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR 120 MPH WIND, ASCE 7-98, CAT II; EXP. B, ENCLOSED-BLDG., BY VALLEY TRUSSES 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER, AS REQ.'D 4-0-0 MAX 12 12 MAX. W2X4 W2X4 W2X4 I 8 0-0 MAX - I 12 12 MAX. F_- W1X3_, lb-U-U MAX 12 12 MAX. /W4X W1X3 W2X4 LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAf BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 E-NAILED OPTIONAL STUB ice END DETAIL W4X4 OPTIONAL HIP JOINT DETAIL 0 R S E T 2 0 f C. 6-0-0TIVIIXX33W1X3 (MAX SPACING) WW5X4/SPL W1X3 W2X4 COMMON IRUSSES PARTIAL FRAMING 20- 0-0 MAX I AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. T p111R1)IU1i1111 ry/`// ii THIS DRAWING REPLACES DRAWING A105 a% Q" WARNING-'« TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLINGANDBRACING. REFER TO HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED v ••GV •. TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE, 5133 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, C DL 20 15 7 PSF TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALE DATE 06/25/99 SMYTH ' LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 •.. IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI ROOFTRU55DIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = DL 1O 10 10 PSF DRWG - VALTRUSS0699 ENG MLH/KAR 272250UTHAPOPKABWO, DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, EEC LL O O OPSF HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH- APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = 407- 299-1 522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS o . - STATE OF OT. LD. 60 57 PSF 55ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL In 0 R 1 P••• / \ i ^ L •• PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Q\ j `- • j \\ s/ O••••••• DUR. FAC.1.25/1.33 1.15 1.15 SPACING 24" CERTIFICATEOFAUTHOR1iAT10NM92I0RESPONUITABILITYPERANYTHEEFTHISBUILDINGMD6IGNER,FORSIBILITYOFUSEANSI/TPI 1`1995AR USECTIONING I2 THE CONVENTIONALLY 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'-311) D) 2X6 OR LARGER SP 2 OR SPF #1/#2 RIDGE RAFTER FRAMED VALLEY DETAIL COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RIDGE RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) r(A) 14--- ( 3) 16d BOX NAILS C) B) L(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONSZ(3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AN BRACING. REFER TO HIP-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 INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION M921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. PARTIAL FRAMING PLAN l.,Vlvllvl Vl`! 11XVJJL'J Al F.'t U%l 3) 16d BOX NAILS, TOE -NAILED \ ( 2) 16d BOX NAILS, TOE -NAILED RATED ( D) ( A) SHEATHING s 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING No. 42704 • 1-jit k TO STATE. OF 0_•:c n a10P_. ZONAL C) 3) 16d BOX NAILS, TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7PSF DATE 06/25/99 L 10 10 10 PSF DRWG VALCONVF0699 t- 0 0, 0 PSF ENG MLH/KAR ELD. 60 155157 PSF 1.25/1.33 1.15 1.15 IfGSEEABOVE TOP CHORD 2X4 #2 OR BETTER PIGGYBACK DETAILBOTCHORD2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE.PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE 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 PURLLN SPACING. 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,*) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. Er, E E E EITHER PLATE B OPTIONAL LOCATION IS SPLICE B / B C ACCEPTABLE D B D—SPLICE C B C 2, TYP. B C C B H go C B C C—TYP. 12 * C 12 C MAX - 1 11 11 \\ If ATTACH PIGGYBACK WITH 3X6 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. WARNINGX- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91-(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 'ONOFRIO DR., SUITE 200, MADISON, WI-. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS• 2722 SOUTH ApoPKA BLVD. DESIGNHANDLING NSHIPPING,AY FAILURE BUILDTANDTBRACINGHRUSSESIOF CTTRUSSESONFRMANCE TCONFORMS BWWITH.'PIj OR APOPKA, FL 32703 ICAINSTALLINGTDESIGNTHTING, APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE . 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGI DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 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,E375" 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 1. 4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7' 9" TO 10' MEMBER, OR BETTER, AND 807. 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 807. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. 1. * PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. O O 0 ° o Z O O ° ° ° 0 ° .° 8 1/4" WING REPLACES DRAWINGS 634,016 634.017 & 847.045 y% M55 OF LOADINGREF S• IFIC;q F,pG PSAX DATE6/25/99K F •• 1.33 DUR. FAC. DRWG PIGBACKBO699 N0. 42704 50 PSF AT ENG DLJ/KAR 9. 25 DUR. FAC. STATE OF 47 PSF AT i 1. 15 DUR. FAC. o•' Q A'• ACING 24.0" Y BOTTOM CHORD OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. FILLER DETAIL 3X4 WAVE OR 4X8 TRULOX 2X4 WAVE OR 3X6 TRULOX REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRE 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" 1 12 1 11 1 10 1 9 1 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 1 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 1 9 8 7 7 6 4 ++ MAX+ 3X8 43X12 TRULOXMAXLOX4 ** 2X8 WEDGE 2) 8D NAILS CUT TO FITE wWARNINGw- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER. TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WT. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SMYTH LUMBER CO. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: d07-Z99-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL. ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OFAuTHoRRAT1oN#9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Ni /11QQ41 DRAWING REPLACES DRAWINGS A115 A115/11 & 884,132 TC LL — PSF REF BC FILLER SIFIC;q •• 'may DL — PSF DATE 06/25/99 G %.•.•. B- DL 10.0 PSF DRWG BCFILLER0699 NO•.42704*ALL — PSF -ENG DLJ/KAR TO! LD. — PSF STATE OF FAC. 1.0/1.15/1.25/1.33 dow.!<-! n Inin `•'.•• FACING 24.0" ZONAL IRnirn,neilli STEPDOWN CORNER SET, TOP CHORD 2X4 S0. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHAN ** LENGTH SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR 1 N 2- -1 2-09-15 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 ** J 7 ir; HJ 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 , 1 4 2 HIP OR COMMON TRUSS 1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 J, 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 i 3.00 12 2.12 12 W2X4 6.00 qTO ALTERNATE LOADING W2X4 W2X5 i i W3X4 TCLL 20 PSF SOIIMPSON TCDL 20 MAX PSF 3/4- THaazs BCDL 10 PSF 1 I TOT.LD. 50 MAX PSF 7 9-10-13 OVER 2 SUPPORTSI*** I 3 DUR.FAC. 1.25R=463#. W=3.50- R=652#, W=3.50" END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING),. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED A J ` •.. ..•••••• H/F1T'` \ IFIC q T•,• C LL fi DL 30 MAX PSF I5 MAX PSF REF 7' STBK CS DATE 06 25 99 SMYTH LUMBER CO. STRUCTURAL PANELS AND BOTTOM CHORD SHALL` HAVE A PROPERLY ATTACHED RIGID CEILING. G(i DRWG CS7SBK3A0699ROOFTRUSSDIVISION IMPORTANT*- FURNISH A COPY OF THIS DESIGN T THE INSTALLATION CONTRACTOR. ALPINE ENGINE RED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, BC'L IL 1O PSF 2722 SouTH APOPKA BLvO. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH C• .NO. 42704 1 0 PSF ENG SJP/KAR APOPKA, FL 32703 407-299.1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER I CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA O * OT= LD. 55 MAX PSF FAX: 407-2999153 ASTM A653 GR40 GALN. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF I 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 i A'• -. i C FAC. 1.33 CERnFICATEOFAUTHORIZATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. P Q ".'' ACING SEE ABOVE NAV ,;,.,,,.. N. CLIB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 i-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 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 807 OF WEB MEMBER LENGTH T-BRACE OR L-BRACE 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. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE y pINNllMlly// M. R THIS DRAWING REPLACES DRAWING 579,640 WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, vT ` INSTALLING AND BRACING. REFER TO HIB-9l (HANDLING INSTALLING AND BRACING), PUBLISHED ,V !TiFr'cq'..•, "* BY TPI (TRUSS PLATE INSTITUTE, 583 D'UNOFRI DR., SUITE 200, MADISON, WI. 53719) FOR n•; GV TC LL PSF REF CLB. SUBST. SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP PROPERLY C TC ICI, PSF DATE 06/25/99 S MYTH LUMBER Co. CHORD SHALL HAVE ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. ROOF TRUSS DIVISION IMPORTANT'« FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = NO. 42704 '* DL S PSF DRWG BRCLBSUB0699 2722 SOUTH APOPNA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING,= HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH sC LL PSF ENG MLH/KAR APOPKA, FL 32703 407,299.1522 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20Gi STATE OF 0 T. LD. PSF FAX: 407-299-9153 QASTMA653GR40GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF / pI••• TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHUWN. THE O^. /C Q.• `4 o Q` DUR. Fi'AC. CERTIFICATE OF AUTHORIZATION 4921 BSUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1S THE I Il tOOsS,'y. ( R"PONS[BI LITY IF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. v SPACING H.._ lu _n1! KNIIMMNNtN P• ,, rLUUR UABLL) TOP CHORD 4x2 SP #3 BOT CHORD 4x2'SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). QUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4" DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE;MIN. JACK STUD DETAIL. WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS MAY BE INSTALLED UPSIDE DOWN. P DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-10D GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' NO DIAGONALS 12' < TRUSS SPAN < or = TO 20': ONE DIAGONAL 20' < TRUSS SPAN < or = TO 30': TWO DIAGONALS 30' < TRUSS SPAN THREE DIAGONALS. ONE EACH END AND CENTER) 4: 16" OC VERTICALS, TYPICAL. 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A ZX4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 VARIES. Uv I I vrL VIIVINu Fin UL IYv I VIILU /Amv UIVU rmL-utA3I ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY .OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE L DAMAGED OR CUT IN ANY WAY. fE Continuous Support llhllliVitillllll}I/lf%I!/f Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Desi n Criteria- TPI STD .`•• ''% FL 1 - R S 1 375" 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 INSTITUTE, 583 D'DNOFRID DR., SUITE Z00, MADISO N. Nf. 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS-. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED G - `••• L L c D L 4 0. 10. 0 0 P S F P S F ca R E F e — R 3 5 2 -- 1 5 3 7 2 DATE 0 7 J 1 5/ 0 2SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. = No. 42704 DRWROOFTRUSSDIYISIONIMPORTANTNCFURNISHACOPYOFTHISDESIGN70THEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED _ p DL 5.0 PSFPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; .ANY -FAILURE TO p 1i - IJ SLTUSR352 02196003 2722 SOIfrH 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 DESIGR STATE O F. L L 0. 0 P S F S L T - E N G / W M R 407-299-7 522 - SPECIFICATION PUBLI SHED BY THE AMER I[AN FOREST AND PAPER -ASSOCIATION) AND 1. ALPINE C S E O N 11184FAx: 407-299-9 1 53 TP CONNECTORS ARE MADE OF 10GA AS TM A55] GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO i O •• - T L D 5 5 P S F EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. - SEAL ON THIS p O r :••• 0 b U R . F A C . 1.00 FROMPROFESSIONALTHEDRWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERING COMPONENT n/w```\\\`` GER7IFIFF AUTHORRAT10NENGINEERING 9218USE THIS ANSE PARTICULAR BUILDING JREF 1RU8352_Z17 ANSIONENT1FOORISRESPONSIBILITYOFTHEBUILDING' DESIGNER. PER 2. J ` V J 1 SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400# MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. FIGURE 2: CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED 1YITH UNIFORM LOAD 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O.C. BETWEEN PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES, SYSTEM 42 CONNECTION NOTES: N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTEM 42 TRUSS. FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD f C2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON 0.148" x 3'.) NAILS. e FIGURE 3: STACKED CHORD OPTIONAL TIE PLATE ON TRULOX PLATE CONNECTION -- NARROW . 148"F3") AI 1IN COMMON 0.148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL 4 CROSS SECTION DETAIL 3 I1 Pf2.5' 34-- 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 3000# 2) 2x8 3500# MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5.5" SUPPORTING THE CONCENTRATED 9.0" LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY. AND NAIL AS SPECIFIE. CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE. 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2XB #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS PLACES DRAWINGS 1,070,978 798517 T620,124 & T615,489 R•WARNIIJG.- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIR-91 (HANDLING INSTALLING AN BRACING), PUBLISHED F'f'•, LL PSF REF SY42 CONNECTION BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY .PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL v • v (Y(\ l. i •%•_V [•• iDL PSF DATE 06/25/99 S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOFTRUSS DIVISION IMPORTANT .• FURNISH A COPY OF THIS ESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NO.42704 BL PSF DRWG CNSY42PL0699 ENG MLH/KAR2722SOUTHAPOPKABLVo. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH BC EL PSF APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BYTHE OT= LD. PSF 407-299.1522 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 Z •• STATE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iQ FAC. 1,0 0 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. O •. A ENGINEERING THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i ,-•••••. O R 'Q iCERTIFICATEOFAUTHORRAT70Np9218RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 ` F AGIN G 4- w SMITH TRUSS Mike Sarvis 8 May 2003 12:01 pm 2722 APOPKA BLVD , APOPKA, FL. 32703- (407)291-2641 FASTBeam@ Engineering Analysis ©1996-2003 Georgia-Pacific Corporation Version: 3.4 Project : Z2823B.FBD BEAM-D Mark # : Beam,- Floor Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 8.0', 660 psi 8.0', 660 psi LOADS Project Design Loads : Floor: Live=40 psf, Dead=10 psf,- Roof: Live=20 psf, Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* Shape @Start Q€nd @Start @End Span# Starts Ends Additional Info 1 Partial(plq 35 19 125% 0 7' 9" 20' 0" R10 2 Concentrated(lbs) 508 — 275 125% 0 7' 1 112" B.O.B 3 Uniform(plf) 124 0 100% 0 010" 20' 0" WALL 4 Partial(plf) 182`---- 98 125% 0 0' 0" 12' 11 1/4" E1 5 Trapezoidal(plf) 148 --1'24 80 67 125% 0 13' 11 1/4" 20' 0" CORNERSET 6 Uniform(plf) 50 40 100% 0 010" 20' 0" STD. FLR. N wm Uniform(plf) 15 0 Dimensions measured from left end when s an# is 0, 0 0 20' 0" Self Weight otherwise, from left end of the specified span. r ry• Rq SUPPORTS(lbs) 1 2 Max R'n 4072: 3828 No. 42704 '• Max 100% 400 400 k Max 125%, 1178 1046 9 t Min R'n 2493 2381 gyp••, STATE OF r•Q Min 100% 400 400 s •• '4 Min 125% 1178 1046 s% r' A, OR IVcp``'•r a DL R'n 2493 2381 j, Fss•••••-••'•L``` Min Brg(in.) . 2.25 2.25 [Based on bearing stress below] ire ONA1- Brg Str(psi) 660 660 N'„ nnnneuttt DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3463 1 118. 71 13534 125% 0.26 M(ft-lbs) 20610 1 10, 0" 71 46667 125% 0.44 LtRn(lbs) 4072 0 0' 0" 71 18480 100% 0.22 ee Note #5 RtRn(lbs) 3828 0 20' 0" 71 18480 100% 0.21 See Note #5 LLDefl(in.) 0.23 1 10' 0" 71 0.67 U1050 TLDefl(in.) 0.59 1 10, 0" 71 1.00 U408 USE: POWERBMB 30E-E2 3.50x16.00" Grade, Width, Depth selected by User POWER BEAM reg. tm Anthony Forest Products Co. NOTES: 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support of the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by. others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 10. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%12 , 100 = D + 100% + 115%12 + 133%, 110 = D + Commercial Ld (100%) 11. Group = Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL). F_ ORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A J Project Name: MH2823/ 34vAddress: City, State: Owner: o c wtt_=S Climate Zone: Central I . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. is this a worst case? 6. Conditioned floor area (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. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete. Int Insul, Exterior b. Frame. Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ref Une. AH: Interior b. N/A Builder: Morrison Permitting Office:Ana` Permit Number: 09- /936 Jurisdiction Number: P9/_T190 New _ 12. Cooling systems Single family _ a. Central Unit Cap: 59.0 kRtu/hr I SEER: 12.00 4 _ b. N/A Yes _ 2823 tie c. N/A 337.0 ft2 _ t3. Heating systems 0.0 ft2 a. Electric Heat Pump Cap: 60.0 kBftl/hr 0.0 ft2 _ I ISI'I : 9.00 0.0 ft2 b. N/A R=0.0, 162.0(p) ft _ c. N/A _._.. R=11.0, 436.Oft2--- 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons R=4.2, 947.0 ft2 EF. 0.86 _ R=11.0, 1289.0 W _ b. N/A _. R=11.0, 261.0 W c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 1680.0 ft2 15. HVAC credits P'I' CF-Ceiling fan, CV -Cross ventilation. HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 33886 PASSTotalbasepoints: 38721 i. I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida/ Energy Code. PREPARED BY: DATE: 2 2Y D L I hereby certify that this building, signed, is in compliance with the Florida ode. OWNER/AGENT: DATE: Review of the plans and 01ViEST4T specifications covered by this _ = o calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for 4 compliance with Section 553.908 Florida Statutes. cOD we J BUILDING OFFICIAL: DATE: Cid A _F 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 2823.0 25.78 13099.8 Single, Clear E 4.0 11.5 7.0 59.31 0.84 349.E Single, Clear E 1.3 7.0 36.0 59.31 0.96 2043.6 Single, Clear S 1.3 16.0 22.0 44.66 0.99 974.7 Single, Clear W 1.3 18.5 48.0 53.47 1.00 2557.1 Single, Clear W 1.3 16.0 32.0 53.47 1 M 1703.8 Single, Clear N 1.3 16.0 22.0 27.96 0.99 612.0 Single, Clear E 1.3 5.0 75.0 59.31 0.90 4015.9 Single, Clear S 1.3 3.5 9.0 44.66 0.76 307.0 Single, Clear S 1.3 6.0 16.0 44.66 0.90 641.0 Single, Clear S 1.3 5.0 16.0 44.66 0.85 606.9 Single, Clear N 1.3 3.5 8.0 27.96 0.88 197.6 Single, Clear W 1.3 5.0 16.0 53.47 0.90 771.3 Single, Clear W 1.3 6.0 30.0 53.47 0.94 1501.5 As -Built Total: ` 337.0 16282.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 261.0 0.70 182.7 Concrete, Int Insul, Exterior 4.2 947.0 1.16 1098.5 Exterior 2236.0 1.90 4248.4 Frame, Wood, Exterior 11.0 1289.0 1.90 2449.1 Frame, Wood, Adjacent 11.0 261.0 0.70 182.7 Base Total: 2497.0 4431.1 As -Built Total: 2497.0 3730.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points nder Attic 1680.0 2.13 3578.4 Under Attic 30.0 1680.0 2.13 X 1.00 3578.4 r Ease Total: 1680.0 3578.4 As -Built Total: 1680.0 3578.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 162.0(p) 31.8 5151.6 Slab -On -Grade Edge Insulation 0.0 162.0(p 31.90 5167.8 Raised 436.0 3.43 1495.5 Raised Wood, Adjacent 11.0 436.0 1.80 784.8 Base Total: 6647.1 As -Built Total: 598.0 4383.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details l ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM Points Area X SPM Points 2823.0 14.31 40397.1 2823.0 14.31 40397.1 Summer Base Points: 54984.2 Summer As -Built Points: 59744.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 54984.2 0.4266 23456.3 59744.1 59744.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 18145.2 18145.2 ti EnergyGauger" DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Point 18 2823.0 5.86 2977.7 Single, Clear E 4.0 11.5 7.0 9.96 1.03 72.0 Single, Clear E 1.3 7.0 36.0 9.96 1 .01 362.6 Single, Clear S 1.3 16.0 22.0 7.73 1.00 169.4 Single, Clear W 1.3 18.5 48.0 10.74 1.00 515.4 Single, Clear W 1.3 16.0 32.0 10.74 1.00 343.6 Single, Clear N 1.3 16.0 22.0 12.32 1.00 270.8 Single, Clear E 1.3 5.0 75.0 9.96 1.02 762.5 Single, Clear S 1.3 3.5 9.0 7.73 1.16 80.8 Single, Clear S 1.3 6.0 16.0 7.73 1.03 127.8 Single, Clear S 1.3 5.0 16.0 7.73 1.06 131.3 Single, Clear N 1.3 3.5 8.0 12.32 1.00 98.1 Single, Clear W 1.3 5.0 16.0 10.74 1.01 174.1 Single, Clear W 1.3 6.0 30.0 10.74 1.01 324.7 As -Built Total: 337.0 3433.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 261.0 1.80 469.8 Concrete, Int Insul, Exterior 4.2 947.0 3.26 3087.2 Exterior 2236.0 2.00 4472.0 Frame, Wood, Exterior 11.0 1289.0 2.00 2578.0 Frame, Wood, Adjacent 11.0 261.0 1.80 469.8 Base Total: 2497.0 4941.8 As -Built Total: 2497.0 6135.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1680.0 0.64 1075.2 Under Attic 30.0 .. 1680.0 0.64 X 1.00 1075.2 Base Total: 1680.0 1075.2 As -Built Total: 1680.0 1075.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 162.0(p) 1.9 307.8 Slab -On -Grade Edge Insulation 0.0 162.0(p 2.50 405.0 Raised 436.0 0.20 87.2 Raised Wood, Adjacent 11.0 436.0 1.80 784.8 Base Total: 395.0 As -Built Total: 598.0 1189.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS:, , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 2823.0 -0.28 790.4 2823.0 0.28 790.4 Winter Base Points: 7983.3 Winter As -Built Points: 11251.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 11251.01 1.000 1.078 x 1.160 x 0.92) 0.427 0,950 5245.9 7983.3 0.6274 5008.7 11251.0 1.00 1.150 0.427 0.950 5245.9 8' L -. EnergyGauge'" DCA Form 60OA-2001 EnergyGauge®/RaRES'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 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23456 5009 10256 38721 18145 5246 10495 33886 p4 E{E STgT 0 co r, rob WE EnergyGaugeI' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 6p0A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , 91 ' PERMIT #: 3A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST tOM_P_ONENTS SECTION REQUIREMENTS FOR EACH PRACTICE_—_---____—___ Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm/s ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall, foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate Floors 606.1.ABC.1.2.2 Penetrations/openings >1 /8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter enetrations 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_stor ouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavil byetweenfloors. I -- - Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA. have combustion air. c n oo r ruCo 0DC0r0IDrIVC flACACI I0CC /meet hn mat nr avraarlarl by all racirlanrac 1 COMPONENTS_ SECTION REQUIREMENTS _---__. CHECK_ Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoffjgas) 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 efficienc f 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 arate readily accessible manual or automatic thermostat for each system Insulation Se 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. I . New construction or existing New _ 12. Cooling systems 2. Single family or multifamily Single family a. Central Unit 3. Number of units, if multi -family I 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (fl') 2823 ft' c. N/A 7. Glass area & type a. Clear - single pane 337.0 ft2 _ 1:3. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump c. TinUother SHGC - single pane 0.0 ft2 _ d. TinUother SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft c. N/A b. Raised Wood, Adjacent R=11.0, 436.Oft2 c. N/A 14. I -lot water systems 9. Wall types a. Electric Resistance a. Concrete, Int InSnl. Exterior R=4.2, 947.0 ft2 _ b. Frame. Wood. Exterior R=11.0, 1299.0 ft' b. N/A c. Frame. Wood, Adjacent R=11.0, 261.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1680.0 ft' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A I -I -Whole house fan, I I . Ducts P"17-Programmable Thermostat, a. Sup: Uric. Re[ Unc. Ali: Interior Sup. R=6.0, 1.0 ft _ RI3-Attic radiant barrier, b. NiA MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify' that this ltome has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) rn 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: CityLFL Zip: Cup: 59.0 kliluihr SI:"FR: 12.00 Cap: 60.0 kBtu;hr - IISPF: 8.00 Cap: 50.0 gallons 0: 0.80 S H E1S Tq, h J COp WE'T'Siv' S VO'l'E': The home's estimated energy performance score is only available through the H.A!RES computer program. phis is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAiDOE E'nergvS'tar desig7natio7), Your home Wray qualify for energy efficiency mortgage (EENI) incentives if'you obtain a Florida F_ne),gv Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energv Gauge web site at wnvtiv.fsec.ucf.edu %r information and a list of certified Raters. For information about Florida's Energy Efficiencv Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) Notes: CUMBERLAND s{t'Ri{,.'"f P x? '"'S 3r .htt " Y s'P_ 1s ids u.ar 3 r- 'T 7esig ' n orma ion , ri, :? k, J , ;f ,. "v ti; n..,` Weather: Orlando —AP, FL, US Winter Design Conditions Outside db Inside db Design TD 38 OF 70 OF 32 OF Heating Summary Buildingg heat loss 41551 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 41551 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2823 2823 Volume (ft') 24396 24396 Air changes/hour 0.7 0.4 Equiv. AVF (cfm) 285 163 Heating Equipment Summary Make TRANE Trade Efficiency 0.0 HSPF Heating input 0 Btuh Heating output 0 Btuh Heating temp rise 0 OF Actual Yieating fan 1600 cfm Heating air flow factor 0.039 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range Relative Humidity M 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 32074 Btuh Ventilation 1980 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 33373 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2949 Btuh Infiltration 4806 Btuh Total latent equip. load 9135 Btuh Total equipment load 42508 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 0.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.050 cfm/Btuh 79 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrig hitsoft Right -Suite Residential" 5.0.45 RSR26014 2001-Jul-31 10:52:09 ZC—N E:1Files\morrison\CUMBERLAND\2823.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2823 7/31/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTIVI Calculation* 1. Winter infiltration AVF 0.7 ach x 24396 ft3 2. Winter infiltration load 1.1 x285 cfm x 32 3. Winter infiltration HTM 10039 Btuh / 368 ftZ x 0.0167 = F Winter TD = Total window = and door area Procedure B - Summer Infiltration HTM Calculation 285 cfm 10039 Btuh 27.3 Btuh/ftZ 1. Summer infiltration AVF 0.4 ach x 24396 ft" x 0.0167 = 163 cfm 2. Summer infiltration load 1.1 x163 cfm x 18 3. Summer infiltration HTM 3227 Btuh / 368 ft2 F Summer TD = 3227 Btuh Total window = 8.8 Btuh/ftZ and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 163 cfm = 4806 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 100 cfm vent. x 18 °F Summer TD = 1980 Btuh Sensible load for structure (Line 19) + 32074 Btuh Sum of ventilation and structure loads = 34054 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 33373 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 100 cfm vent. x 43 gr/lb moist.diff. = 2949 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4806 Btuh Equipment sizing load - latent = 9135 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrlghtsoft Right -Suite ResidentialT" 5.0.45 RSR26014 2001-Jul-31 10:52:09 MCP E:Tilestrnornson\CUMBERLAND\2823.rsr Page 1 RIGHT-J WORKSHEET Entire House 1s DEL AIR HEATING,AIR CONDITIONING,R Job: 2823 7/31/01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 1 IVIhiIV UF1L J. / 111 CU. Name of room Entire House LIVING/FOY DINING LNDRY 2 Length of exposed wall 309.0 ft 41.0 ft 22.0 ft 9.0 ft 3 Room dimensions 20.0 x 12.0 ft 20.0 x 12.0 ft 9.0 x 13.0 ft 4 Ceiings Condit. Option 8.6 ft heat/cool d 9.4 ftheat/cool 9.4 ft heat/cool 9.4 ft heat cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) EXPOSURE N0. Htg Clg ft') Htg I Clg ft') Htg I Clg ft') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 1199 340 110 85 Exposed b 13 3.2 1.2 280 70 110 0 walls and c 12C 2.9 1.9 1272 0 0 0 partitions d 0.0 0.0 0 0 0}+; 0 e 0.0 0.0 0 0 0 0 f0. 0 0.0 0 0 0 0 6 Windows and a 1 C 37.0 288 10637 43 1582 25 924 0 0 glass doors b 8C 37.0 41 1515 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 79 1616 0 0 20 408 0 0 glass doors NE/NW 0.0 0 0 0*""* 0 0""` 0 0 0 Cooling ENV 55.3 243 13433 43 2553 0 0 0 0 SE/ SW 0.0 0**" 0 0"*`* 0 0'"*" 0 0 0 South 30.4 7 207 0 0 5 152 0 0 Horz 0.0 0 0 0 0 0"*** 0 0 0 8 Other doors a 10C 14.7 9.9 39 574 388 20 294 199 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1012 4664 2084 277 1277 571 85 392 175 85 390 174 exposed b 13C 3.2 1.2 280 882 328 70 221 82 110 347 129 0 0 0 walls and c 12C 2.9 1.9 1110 3197 2158 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 1529 1615 2119 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 150 3888 0 41 1063 0 22 570 0 9 233 0 Note: room b 19C 1.1 0.0 671 762 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 27.3 8.8 368 10039 3227 63 17.14 551 25 682 219 0 0 0 13 Subtotal loss=6+8.,+11+12 37773 6151 2915 623 Less external heating 0 0 0 0 Less transfer` 0 0 0 0 14 Duct loss 10° 3777 100 615 10° 291 10° 62 15 Total loss = 13+14 41551 6766 3206 685 16 Int. gains: People @ 300 6 1800 0 0 1 300 0 0 Appl. @ 1200 2 1800 0 0 0 0 1 600 17 Subtot RSH gain=7+8,.+12+16 29158 3955 1383 774 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain V; 01 2916 101 396 10° 138 101 77 19 Total RSH gain=(17+18)'PLF 1.00 32074 1.00 4351 1.00 1521 1.00 852 20 Air required (cfm) 1600 1600 261 217 123 76 26 42 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1g ht50%t Right -Suite Residential- 5.0.45 RSR26014 2001-Jul-31 10:52:09 ACCP\ E:\Files\morrison\CUMBERLAND\2823.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2823 7/31/01 109 COMMERCE STREEY, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /th Lo. 1 Name of room KITCHEN NOOK FAMILY GAME ROOM 2 Length of exposed wall 26.0 ft 16.0 ft 36.0 ft 33.0 ft 3 Room dimensions 14.0 x 14.0 ft 10.0 x 16.0 ft 19.0 x 18.0 ft 14.0 x 21.0 ft 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heaUcool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 244 100 320 0 Exposed b 13C 3.2 1.2 0 60 40 0 walls and c 12 2.9 1.9 0 0 0 264 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0f0.0 0.0 0 6 Windows and a 1C 37.0 0 0 0 0 58 2144 30 1109 glass doors b 8C 37.0 0 0 41 1515 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 20.4 0 0 0 0 22 449 0 0 glass doors Cooling NE/NW E/W 0.0 55.3 0 0 0 0 0'"'" 41 0 2230 0 36# 0 1958 0'*" 30 0 1632 SE/SW 0.0 0" 0 0 0 0 0 0 0 South 30.4 0 0 0 0 0"«"" 0 0 0 Horz 0.0 0 01 0 1 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 19 280 189 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 244 1126 503 59 272 121 262 1207 540 0 0 0 exposed b 13C 3.2 1.2 0 0 0 60 189 70 40 126 47 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 234 674 455 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 0 0 0 0 0 0 0 0 0 294 310 407 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 26 674 0 16 415 0 36 933 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 294 334 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. for slab d e 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 27.3 8.8 0 0 0 60 1638 526 58 1583 509 30 819 263 Subtotal loss=6+8..+11+12 1800 4308 5993 3246 Less external heating 0 0 0 0 0 W. 14 Less transfer Duct loss 10° 0 180 10° 0 431 10° 0 599 10° 325 Total loss = 13+14 1980 4739 6592 3571 16 Int. gains: People @ 300 0*' 0 0 0 4 1200 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 1 1200 1703 0 0 3137 0 ky+ 4702 2758 0 0 0 0 Less external cooling Less transfer 0 0 y»* 0 18 Duct gain 100 170 10° 314 10° 470 10° 6276 3033 19 Total RSH gain=(17+18)*PLF 11.00 1874 1.00 3451 1.00 5173 1.00 20 Air required (cfm) 76 93 182 172 254 258 137 151 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1gFlt5.oft Right -Suite Residential- 5.0.45 RSR26014 2001-Jul-31 10:52:09 Page 2 ACCK E:\Files\morrison\CUMBERLAND\2823.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2823 7/31/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVV U/iL J. IL11 CU. 1 Name of room MSTR BED MSTR WIC MSTR BATH BED 4 27 Length of exposed wall 34.0 ft 9.0 ft 25.0 ft 12.0 ft 3 Room dimensions 18.0 x 18.0 ft 9.0 x 12.0 ft 15.0 x 12.0 ft 12.0 x 15.0 ft4VIHCeiingsCondit. Option 8.0 ftheat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heaUcool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg I Clg ft') Htg Clg ft') Htg I Clg ft') Htg Clg 5 Gross a 148 4.6 2.1 0 0 0 0 Exposed b 13 3.2 1.2 0 0 0 walls and c 12 2.9 1.9 272 72 200 96 partitions d 0.0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 If 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 30 1109 0 0 36 1331 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 yY*` Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 A" " 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0**`" 0 0"*' 0 0 0 0 7 Windows and North 20.4 0 0 0 0 18 367 13 269 glass doors NE/NW 0.0 0 0 0"""' 0 0 0 0 0 Cooling E/W 55.3 30 y* 1632 0 0 18 ikR4 979 0 0 SE/ SW 0.0 0 0 0 0 0 0 0 0 South 30.4 0"""' 0 0 0 0 0 2'**` 55 Horz 0.01 0""' 0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 0 0 0 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 242 697 470 72 207 140 164 472 319 81 233 157 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 324 342 449 108 114 150 180 190 249 180 190 249 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19C 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 27.3 8.8 30 819 263 0 0 0 36 983 316 15 409 132 13 Subtotal loss=6+8..+11+12 2967 321 2976 1387 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 297 100 32 10° 298 10° 139 15 Total loss = 13+14 3263 354 3273 1526 16 Int. gains: People @ 300 1 300 0 ice 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 3115 290 2231 863 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100 311 10° 29 100 223 100 86 19 Total RSH gain=(17+18)*PLF 1.00 3426 1.00 319 1.00 2454 1.00 949 20 Air required (cfm) 126 171 14 16 126 122 59 47 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gHtSOft Right -Suite Residential'" 5.0.45 RSR26014 2001-Jul-31 10:52:09 ACCA E:\Filestmorrison\CUMBERLAND\2823.rsr Page 3 L- , . RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2823 7/31/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVIh11V U/iL J. / III CU. 1 Name of room BATH 3 BED 3 BED 2 2 Length of exposed wall 6.0 ft 27.0 ft T3.0 ft 3 Room dimensions 6.0 x 11.0 ft 15.0 x 13.0 ft 13.0 x 14.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ftheat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ft') Htg I Clg ft') Htg Clg ft2) Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 13C 3.2 1.2 0 0 0 walls and c 12C 2.9 1.9 48 216 104 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 6 Windows and a 1 C 37.0 6 222 30 1109 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0""' 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 20.4 6 122 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 Cooling E/W 55.3 0 0 30*{` 1632 15 816 SE/ SW 0.0 0"«' 0 0 0 0 0 South 30.4 0 0 0 0 0«»«« 0 Horz 1 0.0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 b 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 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 42 121 82 186 536 362 89 256 173 partitions d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 66 70 91 195 206 270 182 192 252 b 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 d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 Note: room b 19C 1.1 0.0 0 0 0 195 222 0 182 207 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab e 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 27.3 8.8 6 164 53 30 819 263 15 409 132 13 Subtotal loss=6+8..+11+12 576 2891 1619 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 100 58 100 289 100 162 15 Total loss = 13+14 634 3180 1781 16 Int. gains: People @ 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 348 2527 1373 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 100 35 100 253 100 137 19 Total RSH gain=(17+18)*PLF 1.00 383 1.00 2780 1.00 1510 20 Air required (cfm) 24 19 122 139 69 75 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. X^- Z tso FC Right -Suite ResidentialT" 5.0.45 RSR26014 2001-Jul-31 10:52:09 ACCA E:\FilesUnorrison\CUMBERLAND\2823.rsr Page 4 RIGHT-J WINDOW DATA 11 4t4lo- DEL AIR HEATING,AIR CONDITIONING,R Job: 2823 7131/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S 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 LIVING/FOY a n e a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 54.4 36.0 0.0 a n e a c n 0 n 1 1 90 1.0 1.0 1.0 6.8 87.4 6.8 0.0 DINING a n s a c n 0 d 1 1 90 1.0 1.0 1.0 5.5 30.4 25.0 20.0 LNDRY KITCHEN b n w a c n 0 d 1 1 90 1.0 1.0 1.0 6.8 54.4 41.0 0.0 FAMILY a n w a c n 0 d 1 1 90 1.0 1.0 1.0 5.5 54.4 36.0 0.0 a n n a c n 0 d 1 1 90 1.0 1.0 1.0 5.5 20.4 22.0 0.0 GAMEROOM a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 30.0 0.0 MSTR BED a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 30.0 0.0 MSTR W.I.0 MSTR BATH a n w c c n 0 d 1 1 90 1.0 1.0 1.0 4.0 54.4 18.0 0.0 a n s c c n 0 d 1 1 90 1.0 1.0 1.0 4.0 30.4 18.0 18.0 BED 4 a n s c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 15.0 13.2 z wrig htsoft Right -Suite ResidentialT" 5.0.45 RSR26014 2001-Jul-31 10:52:09 ACCA E:\Files\morrison\CUMBERLAND\2823.rsr Page 1 BATH 3 a n s c c n 0 d 1 1 90 1.0 1.0 1.0 3.0 30.4 6.0 BED 3 a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 30.0 BED 2 a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 15.0 6.0 0.0 MI wrIghtsoft Righl-Suite ResidentialT" 5.0.45 RSR26014 2001-Jul-31 10:52:09 ACCA E: Files\morrison\CUMBERLAND\2823.rsr Page 2 x 4 . dryer diA to roof cap 3" bath due to roof cap W/fan a 7-nin-traurn clearance of 4 inches around the air handler per the State Energy code. All duct has an T-- C 3' bath duct to roof cap a w/fan d' b th di to ro f ca; w/fa —ligl i3" th di to r of ca; a 12 12, 10 7' 7' 4 4' 4'4 B Cv tng 18z16 plen platform by bldr s 4.0 TON W/fOXW 0240V iP; i I scats : 1/8"-= 1'09 I ar..ance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. F- ONE BY WOOD — SUCK BY OTHERS CAULK BETWEEN WNDOW FIANCE a< w000 BUCK Bua CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISHBYOTHERS SHIM AS REO'0 ONE BY WOOD SEE NOTES) BUCK BY OTHERS BUCK WIDTHINSTALLATIONANCHOR TEMBEDMENT 3/T6• DIA. TAPCON- 1/4' SHIM SHIM AS REO'D SHOWN FLANGE TYPE SPACE MAX SEE NOTES) CAULK BETWEEN WINDOW FRAME 00 BUCK ..&JAMB MASONRY OPENING — dCONCRETE OR MASONRY BY OTHERS pPENINGrwoBYOTHERS C INSTALLATION 1 1/4' MIN. ANCHOR EMBEDMENT 3/-16' CIA d TAPCON SHOWN PERIMETER CAULK 1/4' SHIM - BY OTHERS SPACE MAX. FLANGE TYPE WINDOW FRAME HEADER EXffBL06 WINDOW BUCK HEIGHT HEIGHT FLANGE TYPE STILL STD WINDOW FRAME BY OTHERS SILL BYRIOTHER CAULK L ERS M PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK h WINDOW WIDTH MASY OPENING BY OTHERS EKIEBIOB CAULK BETWEEN EXTERIOR WINDOW FLANG FINISH SECTION 2 WOOD BUCK BY OTHERS WINDOW WTH. A B C D E j / K 2 WINDOW HGT. F G H 0\ VICAULKBETWEENWINDOW FLANGE PRECAST SILL WITH VULKEM PRECASR SILL--""" ILL115 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 C. FNERM NOTES• 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 ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK, OR APPROVED EQUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OLA IFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. 1 !' ELEVATION VIEWED FROM EXTERIOR i p2 dL PREPARED Br: W MiT- E-k- I.r F- LL J•`.RID LL {fly C . t- . LG tit\ Ul A.0 Y GJRER 1Cti.iiM i rri- NE%ZAL AI-Ut4tA)VM 11 L IR T VIR FTtT'R A ---,2) COMPARATIVE ANALYSIS ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIDTH/HDGHT EXTERIOR - INTERIOR HEAD JAMBS 12 19 1/6 x 25 99 99 B F,G 13 19 to % 38 3/878 75 a F.G 14 19 1/8 X 5/ an 59 59 a F.G 14+ 5 19 1n X 55 /1 7 52 B F.0 15 19 In X 83 45 45 B F,G 16 19 t X 72 w 40 F G 111 8 In X B 113 26 1/2 % 30 3/5 51 51 B F,G 1H4 26 t/2 X 50 6n 44 44 B F,G IH4+ 4 26 to X 54 &A 42 42 S F,G I H4+5 26 to X 55 en 41 41 B F.G IH5 H625 1n X 63 26 1 X 7 40 40w144. B F.G FG3OX2 30 1n X 25 56 56 B F,G 30" 30 to X 35 3n 44 44 B F,G 30X4 30 ,n X 50 ILA w 40 B F.G 30% 4+4 30 1/2 X 54 8/5 w w a F,G 30% 4+5 30 t/2 X 55 8/840 40 B F,G 3OX5 30 1n X 63 4040 B - F,G 3OXG 40 R F.G.H.1 22 37 X 5 51 B F. 2] 37 X 38 ]n w B F,G M 7 X 50 5n 40 BF,G 24+ 4 S/ X 54 5/5 w L B F,G24+537X555nwBF'a25 37X53wBF.G.H.1 6 37 X 72 A F G I 4526 48 X 25 46 46 B F,G 4838 48 X 38 3/8 40 40 B F,0 4850 48 X 50 3A 40 40B F,G 484+ 4 48 X 54 6n w w B F,,R.1 464+ 5 48 % 55 5n 40 40B F.GG.HJ 4863 48 X 63 w w B F,G,H,I 32 53 1n. % 25 45 45 33 53 ,/5 X 35 5n 40w B FJG 34 53 t/5 X 50 5A 40 40S F.c.H.1 3414 53 ,/I X 54 6/9 4-0 40 a F.c.HJ 34+ 5 53 1/5 X 55 ZA 40 40- B F.G.HJ 35 53 1n X 63 w w a F.G.H.1 36 53 t X 72 w w B. F G H 1 Its, 1) WHERE WATER RESISTANCE TEST REOLAREMENT 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• 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' CIA TAPOON 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) MSTALL IB SCREWS OF SUFFICIENT LENGTH TO PRO'ADE 3/4' MIN. EMBEDMENT INTO WOOD BUcK AT ALL OTHER ACTORY APPLIED INSTALLARONHOLES 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REOO. a r 1W1 M. Crtubl Rd. - famAlal, TX 75006 • PA. Box 619022 • DWIM TX 75M1 IxIA1W0 OtID4Atg1 ASSEMBLY DRAWING SERIES 1440/1540 ML SINGLE HUNG WINDOW tXuw sr oum. m BB xcuc N/ A taa 10/ 26/Ol B GEN 0012 YwRE.. er ECN TECHNOLOGY CORP- 250 INTERMTIONAL PIT., St%li 230. I THROW. F1:OMOA 32746 PHONE 407 505-0365 1" 407 561 W" i I 1 CAULK BETWEEN WOOD — BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN NDOw FLANGE WOOD BUCK BY OTHERS PERIMETER CAULK BY OTHERS GLAZING WINDOW KEIGHT EXTERIOR an INSTALLATION ANCHOR 3/16" DIA. TAPCON BUCK v4DTH MAX. SHIM SPACE SHIM AS RED NONCRETE ORASONRYOPENING SEE NOTES) 1-1, AIN. EMBEDMENT a OTHERS SHIM AS REO'D. FLANGE TYPE SEE NOTES) WINDOW FRAME OMB Q CAULK BETWEEN WOOD BUCK & Q MAS'Y OPENING BY OTHERS GLAZING Q 1-i/4- NIN. INSTALLATION ANCHOR EMBEDMENT Q 3/16' DIA. TAPCON MAX, ONE .BT WOOD SHIM..L.SPACE EXTERIOR SUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK \ WINDOW FLANGE BY OTHERS WOOD BUCK WINDOWMADTH L CONCRETE OR MASONRY OPENING FLANGE TYPE SECTION 2 BY OTHERS 1NFRAMESTUCCO dT OTHER$ CENTRAL FLORMA B.O.A.F. BOOK WINDOW HEIGHT WTH MANUFACTURER NAME: FLANGE TYPE WINDOW FRAME SLL PERIMETER CAULK BY OTHERS 0 4 L COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 X 60 40 58 O.EF.G 72. x 72 40 56 C D.E F.G 16 X 16 40 106 C H,I 24 z 16 40 69 A,B H7 24 z 2J 40 - 55 A. F.G 24 X 30 40 45 A. F,G 24 X 36 40 40 A.B F. 24 x 48 40 40 A.B D,E F.G 24 60 40 40 A.8 D.EF,G 24 z 72 40 40 A.B D.E.F,G 32 X 48 40 40 A,B D.E F,G 36 z 24 40 40 A.B N.F.G36X484040A.8 D.EF.G 36 x 72 40 40 A.B O.EF.G 48 X 24 40 40 A.B D,E F,G 48 % 48 40 40 A,0 D,EF.G 48 X 60 40 40 A.8 D.E F,G 64 X 24 40 40 A.B F,G 72 X 38 40 AO A.B F.G 72 X 60 40 40 A•B D.EF,C 73 'X 116 40 40 A.8 HI A C CENGRPrL %WMII UM GENERAL NOTE$: MASTER FILE # I) SHIM A$ REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4", D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & .IAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. 1 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT 2 MANUFACTURER'S RECOMMENDATIONS. S) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR- OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E13OO GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REOUIREMENT 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. H e) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR Ma50NRr OPEMNG USE 3/1 b" DIA. HGT. Izz 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 Ne SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. IF FACTORY APPLIED HC•-S ARE NOT PRESE'+T. 8 SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS &MAX. 24' D.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITr LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TG THE 1550 SERIES. F G MARBLE SILL STOOL 81 OTHERS PRE -CAST $ILL CAULK BETWEEN WINDOW FLANGE BY OTHERS & PRECAST SILL PATH WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR L A.. DATE S*M TD01 W. Croby Rd. • C-10111m TX 7M • P.O. Box 8T9022 • Ddas, TX 75311 pllaMNG aESCNIn1KY1 INSTALLATION. C.-.TAIL SERIES 1450/1550 F'_ANCE PW 11 1 EC, I ..._.._ ._ N/A I I. cw vw6.A 1 ,n/OT B GErIIC a SHEATHING BY OTHERS 18 INSTALATION ANCHOR SCREW SHOWN (TYP.) EXTERIOR --\ FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER EXTER10R CAULK BETWEEN FIN INSTALATION ANCHOR SCREW SHOWN (1YP.) h SHE ATING SHIM AS REO'D./ B SEE NOTES) 2 X WOOD x BY OTHERS1" MIN. EMBEDMENT 2 X WOOD FIN TYPE WINDOW FRAME JAMB CAUL 'ETWEEN SHER a, FIN BY OI..RS BY OTHERS 1" MIN. EMBEDMENT SHIM AS REO'D. SEE NOTES) It SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS XT RI R PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH._ ANCHOR (TYP.) O 0 01 O O YANUF, AZTIJI3ER NAbff iFNERAI A- VM2NUM _ MASTER EELE # —3 --- COMPARATIVE ANALYSIS k ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF /8 SCREWS NO. OF 0,090 DIA. NAILS SRE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL O EA. JAMB HEAD SILL O EA. JAMB 16 X 3D 109 109 2 2 2 2 2 3 16 X 40 83 83 2 2 3 2 2 3 16 X 50 63 63 2 2 3 2 2 3 16 X 6 2 3 20 X 30 86 86 2 2 2 2 1 20 X 40 73 73 2 2 3 2 2 4 20 x 50 59 59 2 2 3 2 2 4 20 X 60 48 48 2 2 3 1 2 4 28 % 30 57 57 2 2 28 X 40 52 52 2. 2 3 2 2 3 21 x 50 4fi 46 2 2 3 2 2 4 X 6o 40 4 2 2 4 30 X 30 52 52 2 2 2 2 I 30 X 40 49 49 2 2 3 2 2 3 30 x 50 43 43 2 2 3 2 2 4 x 60 40 40 2 2 2 2 4 38 % 30 41 4t 2 2 3B X 40 40 40 3 3 3 3 3 3 SB % 50 40 40 3 3 3 3 3 4 x 4 a 3 3 3 3 5 AA 30 40 40 2 41, % 40 40 40 3 3 3 3 3 3 40 x 50 40 40 3 3 3 3 3 4 o 6o 40 3 3 4 3 3 S 77 1). SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARWG SHIM MAX. ALLOWABLE SHIM STACK TO BE I/4 SILL STOOL 0 0 2 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. BY OTHERS 24" O.C. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL @ JAMBS. MAX. ( TYP.) 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. O 0 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E13OO GLASS CHARTS. SINGLE GLA2ING I$ SHOWN, INSULATING GLASS IS ALSO OUALIOED. WINDOW EOUAILY SPACE 6) WHERE WATER RESISTANCE TEST REOUIREMEN7 OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN ANCHORS ( TYP.) LOADS WILL BE LIMITED TO 40.O PSF DUE 10 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED N TEST. HGT. 0 0 7)' INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS, USING 0. 090 IN. DIA NAILS OR #8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1- EMBEDMENT INTO SUBSTRATE. B) IF EXACT WINDOW SIZ O E IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED MIN O 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. PERIMETER CAULK J BY OTHERS SHIM AS REO'D. o SEE NOTES) 0 0 O. 0 0 1 6_ MAX. (TYP.) B SCREW INSTALATION2 X WOOD ANCHOR SHOWN BY OTHERS TYP.) j 6" MAX. (TYP.) WINDOW FIN ELEVATION EXTERIORSHEATHINGFINBYOTHERS EMBEDMENTIOR I1 MIN. CAULK BETWEEN VIEWED FROM EXTER' SHEATHING SECTION 1 BY OTHERS GATE SYM REW40N FIN TYPE — WINDOW FRAMESILL 1001 III Rd. • CartalBon, T2 75006 • P.O. 22 • DoB9s, TX 75 PX •"HL OCXpvlgw ASSEMBLY DRAWING SERIES, 1140/ 1940 TDL SINGLE HUNG WINDOW 1w•.. e <. o e. xNc i EE N/A caa an — G —' BT ECN _ tt/05/01 B EN—N-0013 I• MIN. SHEATHING EMBEDMENT BY OTHERS EAULK BEHIND FIN EXI ERI FINISH BY OTHERS PERIMETER CAULK BY OTHERS f— WINDOW VIDTH I,` HIH MA.. PACE 2 % BY WOOD I BT OTHC RS SHIn AS RED•. 2 x v00D BY pTHERS FIN TYPE 1IN0O1 0 INSTALLATION FRAME JAMB ANCHOR SCREW 7• MIN. SHIM AS RC 0'. GLAZING EnBE ONCE NTSEENOTES)7: 1/A' MA SHIM SPAC%. E; U EXTERIOR PERIMETER CAULK FIN TYPE BY OTHERS WINDOW FRAME HEADER' XD INSTALLATION EXTERIOR ANCHOR SCREW FINISH GLAZINGSCENOTES) EXTERIOR IFIN TYPEFRAMES11 PERIME7E BY OTHEF EXTERIORFINISH BY OTHER CAULK B SHEAT HII.., BY OTHERS SECTION l WINDOWHEIGHT 2 WINDOW HEIGHT L EQ•D. i I.' MAX. SHIM SPACE 8 INSTALLATION ANCHOR SC REV 2 X WOOD BY OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE N0. OF K8 SCREWS N0. OF 0.099 DIA. NAILS SIZEINCHES) CAPACITY IN PSF REQUIRED IN FRAME REQUIRED IN FRAME VIDTH/HCIGH EXTERIOR INTERIOR HEAD L SILL EA. JAMB HEAD L SILL EA. JAMB 20 a 30 40 40 2 2 22 22 20 x 40 D AO 2 3 2 3 20 x 50 20 . 60 40A0 040 22 33 2 3 30 • 30 40 40 2 2 2 3 3D 40 40 0 2 3 2 3 30 X 50 30 . 60 AOAO 00 22 3 2 2 40 x 30 40 40 3 2 3 3 40 x 40 40 A0 3 3 3 AO x 50 40 X 60 0 10 AO 3313 2 5 50 a 70 40 00 2 A 3 50 x A0 40 AO 3 3 50 . 50 50 . 60 AOAO AO40 33 3 5 1 AO BY OTHERS CAULK BEHIND FIN CENTRAL FL(C) DA B.O. .FB SECTION 2 SHEATHINGS BY OTHERS MANUFACTURER NAME; WINDOW VIDTH MASTER FILE # . NOSES' WHERE WATER TEST EKENT 40.0 SP/.S ATER TESTAPPLIES. DESIGNRESISTANCEPOSITIVE WILL BE LIMITED TO DUDESIGNOO PRESSURE OF 6.0 PSF ACHICVED IN TEST. 2) INSTALLATION, FIN FRAME IN WOOD FRAME OPENINGWITH WOODTV" DMENTMDMENSTUDSUSINGABSOREVSOFSUFFICIENTLENGTHTOPROVIDEn1N. P EMBEDMENTOF,,DO,SUFFICIENT INTO SUBSTRATE OR 0.099 IN. DIA. NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE QUANTITY LISTED 2 WITH NEXT LARGER SIZE. SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM FOCALLY SPACE ANCHORS (T 7P.) nALLOWABLE SHIM STACK TO DE 1/4'. 5) WININ DOW FRAME MATERIAL. ALUMINUM ALLOY 6) USE LATC% CAULK BEHIND WINDOW FIN AT HEAD,SILL L JAnBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZInG IS SHOWN, INSULATING GLASS ALSO OUALIFIED. 9) GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6• MAX. (TYP.) 0 0 0 0 6" MAX. (TYP.) ECEvaTION L VIEWED FROM EXTERIOR 1 CAULK BETWEEN - WOOD BUCK i MASONRY OPENING BY OTHERS CAULK BETVEEN WINDOW FLANGE i 110p0 BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH - By OTHERS - PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT ONE BY WOOD NOTES. BUCK BY OTHERS 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIW. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. INSTALLATION ANCHOR 3/16' DIA, TAPCDN 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. Al USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FLANGE. SHIM AS REO'D 5) GLASS THICKNESS MAY vARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE NOTES) 6) DESIGN PRESSURE CAPACITY OF WINDOW i INSTALLATION IS LIMITED TG 40.0 PSF. 7> FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING. USE 3/16' DIA. TAPCDN TYPE ANCHORS OF SUFFICIENT LENGTH 70 PROVIDE 41N. 1-1/4• EH BEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS L 24' O.C. MAX. BETVEEN Q 1-1— IN, 8) BUILD DOWN. AROUND CURVED PDR71DN OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. EMBEDMENT BUILD DOVN MUST BE or SUFFICIENT STRENCTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TD THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS MAX SHIM SPACE IPRODUCTTOTHESETWOCONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFGURATIONS THAT CAN BE MANUFACTURED TRW THE 1450/1550 SERIES DESIGNER F11ED WNDOv FRAMING SYSTEM. N1RAL LT iEyDA D.O.A.yCENTRAL . MANUFACTURER NAME: CLYERAL .4/ UtlllyVH MASTER FH)l E # 2 GLAZING (I TP. SEE IOTES) BUCKHEIGHT SHIM AS REO'D SEE NOTES) FLANGE TYPE VINDDV FRAME SILL ME BY PERIMETER CAULK roDUC RSYWOOD BY OTHERS \ I 1/A' MAX. SHIN SPACE d dEXTERIORFINISH BY OTHERS d 4 CAULK BETWEEN WINDOW FLANGE t WOOD BUCK 1-1/4' MIN, EMBEDMENT CONCRETE DR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA TAPCDN a OTHERS CAULK BETWEEN WOOD BUCK i MASONRY OPENING BY DTHERS SECTION I WINDOW WIDTH -1 ELEVATION VIEWED FROM EXTERIOR ej I I BUCK VIDIN 1/A' wAX. Shin SPACE SHIM AS REO'D 1-1/A' HIM. SEE NOTES) EMBEDMENT FLANGE TYPE CAULK BETWEEN VINOOv FRAME WOOD BUCK t JAMB MAS•Y OPENING d By OTHERS GLAZING(ITP. ` INSTALLATION ANCHOR SCC NOTES) 3/l6' Dia TAPCDN ONE BY WOOD PERIMETER CAULK BUCK BY OTHERS BY OTHERS EXTERIOR FINISH CAULK BETWEEN BY OTHERS WINDOW FLANGE WOOD BUCK WINBOv MIN CONCRETE OR MASONRY OPENING SECTION 2 BY OTHERS 0w WINDOW I HT HEIGHT + 1 2 I _-I WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR I::-- JA=* 1001 M. Gmby Rd, C-.11., TX 75006 • P.O. Bm 819022 • DRlim, TX 75351 BAAV ""T'nor. INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW cP vx B C«aR. i TciLc BB N/A BY I EDM ccc. 7,20102 18 1 GEN-0025 SHEATHING 8, OTHER` - CAULK Bi EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMEHE GLAZING (T.. SEE NOTES . FW TYPE — FRAME SILL / PERIMETER CAULK J BY OTHERS x8 INSTALLATION — ANCHOR SCREW (TYP.) Ex TER:OR FINISH — BY PTHERS CAULK BEHIND FIN — SHEATHING BY OTHERS I) DESIGN PRESSURE CAPACITY OF WINDOW h INSTALLATION IS 40.0 PSF. 1) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING O.C99 IN. CIA NAILS. PLACE .099 NAILS 6' FROM BUILD DOWN CORNERS MAX. h e' O.C. MAX. BETWEEN. BY OTr.ERS 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD 'TUGS. USING /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6' MAX. FROM CORNERS k ZA' C.C. MAX. BETWEEN, 4) SHIM AS REO'D. AD-ACEN7 TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. . 8 INSTALLATION e) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. ANCHOR SCREW (TYP.) 6) USE LATEX CAULK 'e-HIND WINDOW FIN AT HEAD. SILL $ JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAM .AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 SHIM AS REO'D, CLASS CHARTS. GLAZING (TYP.) SEE NOTES 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE SEE NOTES ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE MAX, STRUCTURE. SHIM SPACE 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORIDA R. O. A. F. MANUFACTURER NAME: AF (,.4/A//)M EffjL - MASTER FILE # 02. WINDOW WIDTH -I HEIGHT 0 0 O O O O I WINDOW O 1 O HEIGHT O / O O 7} O O O O ol O O 4' u,Ax. SHIM SPACE 1. SHIM AS REO'D, SEE NOTES ELEVATION IONVIEWED FROM EXTERIOR 1' MIN. Z X FRAMING EMBEDMENT BY OTHERS SECTION 1 d3— u-cz 1/<• MAX. SHIu SPAS TWO BY FRAMING I AS. REO'0. - BY OTHERS AMEE EJAMB1' MIN EMBEDMENT SHEATING BY OTHERS CAUL( BEHIND FIN EXTERIOR FINISH BY OTHERS xE T /8 INSTALLATION ANCHOR SCREW (TIP.) vnNDO W WIDTH PERIMETER CAULK BY OTHERS - SECTION 2 WNDOW WIOT11 --i I 0 O WINDOW HEIGHT2 D D 2 O O O O O 0 O 1 ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE & w000 BUCK CONCRETE OR MASONRY OPENING BV OTHER EXTERIOR FINISH l BY OTHER / PERIMETER CAULK J BY OTHER FLANGE TYPE J WINDOW FRAME HEADER WINDOWHEIGHT EXTERIOR FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULKBYOTHER ONE BY WOOD BUCK 9Y OTHER INSTALLATION ANCHOR BUCK WIDTH --{ 3/16. OIA. TAPCON EMBEDMENT FLANGE TYPE - 1/ SHIM SN'M AS REOb. Hlu A$ REO'D WINDOW FRAME SPACE MA%. SEE NOTES) Q ( SEE NOTES) JAMB 0 CONCRETE OR MASONRY OPENING Q 1 1/i MIN.8Y ENBEDMENT OTHER b 1 INSTALLATION ANCHOR J- 3/16• DIA, TAPCON L PERIMETER CAULK I Q BY OTHERS CAULK BETWEEN 1/4• S. SPACE MAX. WINDOW WIDTH WOOD BUCK & MASONRY OPENING BY OTHERS EXTERIOR CAULK BETWEEN FINERIOR ISWINDOWFLAN .."£ BY OTHER WOOD' BUCK BUCK HEIGHTSECTION 2 ANCHOR ( TYP.) H J K PRE CAST SILL V, L a BY OTHERS CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESVE SEALANT NOTES: DOWCHT g IHTA I W NDO W 11 r n7u1) SHIM AS RED 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 AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE WTTN VULKEM 116 ADHESIVE CAULK OR APPROVED 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 REOUIREMENTS OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS 15 ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/ 16- OIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MIN,1-1/4 EMBEDMENT IN70 SUBSTRATE AT LOCATON SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL E8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4• MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE IAPCONS ARE REO'D. 11) IF EXACT WINDOW SIZE IS NOT LISTED N ANCHOR CHART, USE ANCHOR OUANITY LISTED WITH NEXT LARGER SIZE. - D F 2 G ELEVATION VIEWED FROM EXTERIOR o3- z4-aL. COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF REO'D. IN FRAME WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H.,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H.K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 1 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,S,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 1 40 40 H,K A,B,C.D,F,G CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAME: I VPt- MASTER ; FILE # g DATE GEN0G027 EN0NAMEei 3/ 20/ 02 I Bona, [a. . n wrzN..,KnH.... yrz ,.,. ., .,..e. r.O+C. ]» .. ..o.L (•0.) .C,-Nl, ..a lW,) .b•C1M SHEATHING CAULK BETw. EN FIN SHEATHING 2 X FRAMING BY OTHER SHEATiNG BY OTHER BY OTHERS I WE CAULK BETWEEN 1/4• MAX —)I 9 SCREW :NSTALATION EMBEDMENT SHEATHING & FIN HIM.AS REO•D SHIM SPACE BY OTHERS ANCHOR (TYP:) 2 X FRAMING SEE NOTES) EX TERICR FINISH E. OTHERS BY OTHERS FIN TYPE- 1"MIN. PERIMETE- CAULK r 1/4- MAX, WINDOW FRAME EMBEDMENT JAMB BY OTHE: SHIM SPACE T pe SCREW INSTALATION FiN TYPE ANCHOR (TYP.) 7EXTERIORV/NOC':! FRAME HEADER SHIM AS REO•D SEE NOTES) WINDOW WIDTH FINISH OTHERS WINDOW XT RIO EIMAULK HEIGHT BY OTHERS XTERIOR FIN TYPE SECTION NINDOWFRAME SU 6"MAX.(TYP). — EOUALLY SPACE 0 HEAD,& ANCHORS S YP. rL. JAM BYLOTHOOL No PERIMETER CAULK" L HIM MAX. BY OTHER SHIM SPACE SHIM AS REO'D x8 SCREW (SEE NOTES) WINDOW \ IN : ZION \ ANCHOR ( TYP.) 2 X FRAMING HEIGHT \ xTER: OR :OR 8r OTHERS FINIS' ' BY0-1ER5 CAULK BETWEEN WINDOW FIN & COMPARATIVE ANALYSIS & ANCHOR OUANTITY CHART WINDOW SIZE DESIGN PRESSURE 8 SCREWS REDD. 099 NAILS REDO. INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL I JAMB I SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 kq t RING SHEATHING BY C'HER 1" MIN. 0 10 `•' •A Y Y :LY.C'92 - LFILO' JTS+ DA B.O. A. F. EMBEDMENT SECTION 1 1 MAhdi1FACFI' iJ 1QIA. s CE%7Rc- NOTES: 24" O.C. ANCHOR (TYP.)_• I) SHE• AS REO-D. ADJACENT TO EACH INSTALLR-IO% ANCHOR WITH LOAD MAX.(TYP). I MASTER G tiITL1DFILEµp BE BRING SHIM MAX. ALLOWABLE SHIM STACY TO BE I 4'. l AS a ER i' +u E Yi 11 2) W.. DOw FRAME MATERIAL ALLOY 6063 WINDOW WIDHT 3) U_ E LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. U 4) SELATEX CAULK FOR PERIMETER SEAL ARC';ND EXTERIOR OF WINDOW_ sME. 5) G: sSS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 ELEVATION SI\GLEGLAZINGISSHOWN. INSULATING GLASS IS ALSO QUALIFIED. - 6) DR MNG APPLIES TO INSTALLATION OF FIN FRAME WIN:OW IN WOOD FRAME OPENING '• 1001 M. CmibT ld•Cm W4 Tt T5606•f.0. 61. IIMIi•OMm. TI RWI W-- TWO BY %HOOD STUDS USING 099 IN NO',' Nm:_s VIEWED FROM EXTERIOR'-. ••- :,a. LE%-.- TO PR,NOE MIN. EMBEDMENT 1NTp - " SCREWS OF SUFFICIENT .1 SL'"; iT0. s?_ _ `L' INSTALLATION DRRWING WOOD FRAME STRUCTLRE 7j 6" E<ACT CER SIZ SIZE IS NOT LISTED uI CHART. ;SE A CHCR PUANTIiY LISTED WITH SERIES 1180 /t980 MODIFIED HORIZONTAL SLICER N=.- LARGE0. SIZE. 8) GE'.-; AL ALUV..NUM•S 1150 SERIES HORIZONTAL S'.DE= :S SHOWN, THIS PRINT ALSC Dgly S KO STALL 1-:.ESTOTrE1980INSULATINGCLASSHCRIZOh:AL S_DER SERIES. BB N/ A a •.LO. R![II I ATE" JMsLR o+T[ s.L Inso+ eT 03//02 IRv NVGEN-OO2° R. _....... ......... _.... n...... . ,.,, _..._.,,_ ..•_.,..,,.. .emu na.. sm axes r.. , ar, ea-evs INSTALLATION MULLION ANCHOR ANCHOR MULLION ( TYP.) BRACKET ANCHOR ,A; BRACKET — CFNT aU FLORIDA B.0 MANUFACTURERNAM: WINDOW FRAME JAMB TYP-) MULLION DIE NO. 1445 SECTION A- A LJ EXTERIOR ELEVATION OwG NO: GEN70452 CSA P MULLION DIE NO. 1445 I I I I v INSTALLATION FHE # 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE SECTION B-B ANCHOR TYP.) 1 v ° SEE NOTES 2 & #3 0 v NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ANCHOROFTSUFFICIENT LIO ToSUBSTRATE AHIEVE N1/4"3MIN. DIA. CONCRETE SC EMBEDMENT INTO CONCRETE OR MASONRY.. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION., DIE N0. 1445 AREA: OS6e ORN: JS APRVD:.— — — — DATE: 3/1 % /OZ WT/ FT: — SCALE: HALF MAIL: — — — — DWG NO: GEN-04S2 PREPARED 8E .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HE ATHROW, FLORIDA ]2R6 407- 005-Ob6S FAX 407-805- GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WOW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #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. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO 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 & APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 80SM66 CA020122 FEB.19, 2002 02-0217 kA If 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 & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054)366 CA020123 FEB. 19, 2002 02-0217 DWG NO: A-0451 MULLI ANCH BRACK WINDOW FRAME JAMB TYP:) STALLATION NCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A -A MULLION ANCHOR BRACKET o v v a a o r InrTn A rr MULLION G+E NO. 1446 i INSTALLATION ANCHOR TYP.) c; ' ° SEE NOTES 2 & #3 I o o __ , v I' P" L..J MA \ A C 1L URE YjQ i EXTERIOR ELEVATION t. ,:'..:. MASTER ERFILE 5' NOTES: 1) MULLION INSTALLATION. DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. 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 DRN: APRvD: DATE: 3 /1 T ; SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: ---- JS FRAMING. WT/FT: _ _ SCALE: HALF MATL: — — — — DWG NO: GE" - PREPARED BY: PRODUCT TECHP40LOGY CORP.. 250 INTERNATIONAL PNWY, HEATHRO'W. FLORIDA 32746 PHONE 407-805-0365 FAX 4.7-?G5-02?d SHEATHING BY OTHERS= STUCCO .J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SIMIM AS RE'0'D INSTALLATION ANC.OR — DOOR WIDTH /<• MAX. SHIM SPACE SEE'NOTES7 :8 SCREv TWO B W000 E BY OTH_ RSCAULK6ET,EENIDOOR.FLANGE TWO 3Y W000 SLIDING GLASS It SHEATHING BY OTHERS DOOR FRAME JAMB SLIDING GLASS DOOR y/^ HOOK STRIP i/a' MAX. ( j \ 1 r.SHIM SPACEp , 1-I/8' MIN. - EMBEDMENT SLIDING GLASS DOOR FRAME HEAD U Li — TEMPERED I GLASS (TYPJ F TF ODOR I;r E- : C L t LT+'r.• LC HEIGHTA . SLIDING :LASSGRAMSDCOP." SILL D D V EMBEDMENT d A1-1/i' MIN. O A A o V LIBERALLY APPLY CAULKING ENDER SILL OR SET SILL TN BED !NSTALL .ATICN ANC:SCR OF C__NC.'<ETE 3/16' DIA. TA;,CON A - SECT'_ON A. -A rc iNSTALLATIGN A CixR IWG BT WOOD BY OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING INSTALLATION ANCHOR 1-I/8' MIN. ZTEMPERED R8 SCREW EMBEDMENT GLASS TYP.) CAULK. BETWEEN DOOR FLANGE 1 SHEATHING SHEATHING BY OTHERS SHEATHING PERIMETER CAULK BY BY OTHERS TEMPERED GLASS OTHERS STUCCO (TYPJ STUCCO OR SIDING OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B HOOK STRIP DETAIL NOTr'•` 2 D0 INSTALLATIONMATERALSCRE P1 ALLOT 6ob1 2) O 1-1,g-OSCREWS COST !E or ISUFFICIENT ALLATIONANCHOR TD KILL MST FNJCNCni SUFFICIENT I- 1/!' INTO ,/HH0. TAPCON TYPE IINSTALLATION I-1— IN SILL wfT R W TUCFLATILENGTHTOACNICONMIN. E r THIS NTW I-I/' INTO IMSONRT OR CWCREIC 3) INSTALLATION ANCHORACRYLIC CHARTL JEHI 6 THIS FLANGE USEIILICWIZCDACRTLICCAUL. FOR IOW FLANGE At UNAD L ILERIOR USEILACTD [ZED KRTLIC CAUL. FW PE ANCHOR SEAL AROUND mEIR OW OE IXOR LIST6) If EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART. USE ANGHW OUAni1TT LISTED WITH NEXT LARGER SIZC. CiR SIZES APPROPRIATEJIW PRCSStRC RCO'0. 7) FOR E INSTALLATION LDCORLATNAN USE CLOSEST JTPASS DOOR SIZE t COAL ICdJRATIpC TO FWISKD pENINFA PLACEINSTALLATIONAVRWS. In FRWi OC HOOK STRIP AS SHOWN. 83GLASSTNiC.rd SS wNr D US PER MPSEREENENTS W AST[ E1300 GLASS CHARTS. OOORUNITISAPPROWEOUSINGiENPEREOCLASPICSINFLEGLAZEDORINSULAT(rL GLASS 10> JAMB / SILL CWRCRS ARE TO !E TEALID WITH A SMALL HINT SEAN SEALCP- ll) SHIM AS REO'D. AT CA SET OF IRSTALLZIW ANCROR-_ MAX.ALLOWABLE SHIN STAG. TO x I/A'. 12) ALL INSTALLATION AnCRORS MST BE MADE Or CORROSION RESISTANT HATER tALf - 13) WHERE 'X' REPRESENTS MWING PANEL AND -OF REPRESENTS FIXED PANEL APPROVED Ctrs IGURATIONS ARC AT LIS TEO ON ANCHOR CHART W JACK OF THtf SHEET. EXTERIOR ELEVATION "' SSECTIDN `•H oA1 `S RIHxT:I MP TN ON THIS DRAWING. TOINSTALLATIONOF ALLVER AiP (ROWED LATIW CEWIGtRATIONS. 2 FANEL DOOR SHOWN 152 FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SNGWN THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 .SCRIES. REVS DESCRIPTION DATE I IN' F L O P I D A INT.EXTRUDERSISaNFeRD f L. TITLE: SLIDING GLASS DOOR i INSTALL.^-.TION WIT;-( =8 SCREWS nn DRAWN BY:33 APPROVED BY: 1 2UJ2 I ATE: (SCALE: (DWG '`LE% 2' S;- ! 3 1.718 SCREW INS T ALLA T ION ANCHOR. CHART.. NOMINAL DOOR. SIZE AND DOOR SIZE NTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB (QUANTITIES IN EA. HOOK STRIP UP TO 45 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 146PSF60PSF 70 PSF I 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, X0 48 x 80 6 6 6 8 8 8 8 4 4 4 4 a 4 5068 XX, x, x 60 X 80 6 6 6 8 8 8 4 4 4 6068 XX, X, XO 72 x 80 a e a 6 6 a 8 8 4 a a 8068 XX. Ox, X0 96 x 80 10 l0 10 8 8 8 a 4 4 10068 Xx, x- XO 120 x 80 ip ip 12 0 10 10 5 5 5. 5080 XX, OX, XO 60 x 96 6 6 6 10 10 10 5 5 5 6080 XX, Ox, XO 72.x 96 8 8 8 10 10 10 5 5 5 8060 XX, x, X0 96 X 96 10 10 10 10 10 10 5 1 5 5 10080 Xxl Ox x0 120 X 96 12 1p 1p 12 12 12 6 6 6 50100 XX, DX, X0I 60 x 120 6 6 6 12 12 12 6 6 7 60100 xx, Ox, XO 72 x 120 8 8 8 12 12 6 7 8 ol O_Q xx x x 96 X 120 12 2068 Oxp 145 1/8 X 80 I I 4 15068 X0OXO I81 1/8 X 80 16:. I6 16 8 8 8 4 ]::4 512080 9080Ox01091/8 x 96 12pl2 12 10 0 10 55. 5 OX 145 1/8 X .96 144 14 10 10 10 5 5 150800X0 181 I/8 k. 96 6 0 10 10 12 5 5 7 8 90100 OX0 109 1/9 X 120 122 12 12 12 5 7 8 120100 Ox0 145 1/A x 120 14 4' a t2 12 12 4 4 9068 XXX 106 5/8 X 80 12 ' 12 12 8 8 8 8 4 I 4 4 4 12068 XXX 142 5/8 X 80 14 a 14 8 8 4 4 I5068 XXX 178 5/8 X 80 8 8 8 10 4 5 5 5 9080 xxx 106 5/8 X 96 12 12 12 10 10 10 10 S 5 I5 12080 xxx lag `/8 X 96 14 t4 la 10 10 5 5•. 5 15080 xxx 178 5/8 X 96 16 16 16 10 10 6 7 8 90100 xxx 106 5/8 x 12Q 12 I l2 12 12 112 - 12I 6 7 8 t 0 Xxx 142 5/8 X 120 a e 12 12 4 4 10066 XXO 119 5/8 X 80 12 l2 12 8 8 8 4 a a 12068 OXX 143 5/8 X 80 14 14 I 6 8 8 8 a 4 4 16068 OXXO. 191 5/8 X 80 IB le 8 8 4 luI I 12080 xX0 43 5/8 X 96 1114 I 10 10 5 5 5 t6030 XXO l91 5/8 X 96 18 IB la IO 6 7 I 8 1p0100 OxX 1143 5/8 X 120 I 18 I 14 I I 12 6 7 II8 160too GXXO 191 5/8 X 120 t£ 19 12 212 12 4 4 4 t o xxxx It/ 1/4 x bU 2 12 12 e I " y. 8 e 8 I 8 I 4 I 4 4 12068 xxxx 1141 1/a X 80 I 14 I 14 14 8 8 8 4 4 4 1606E xxxx 189 1/4 X 80 16 16 16 10080 xXXx tli 1/a X b 12 l2' 12 1 10 i c 12080 xxxx l41 1/a X 96 Ila I14 It4 10 I10 II t0 I 9 5 5 6pp xxxx 189 1/4 X 96 16 16 16 10 10 0 7 8 i00100 xxxx 117 1/a X 120 12 l2 12 i2 12 i2 I 5 7 9 120! 00 XXXX 14i 1/4 X 120 It4 I14 Ii I !2 12 2 I !2 t2 I 7 n Xxx i6Dl.0 X 185 1/4 X !20 6 1 0 I; FLORIDA EXTRUDERSINT. IN. SANFORRD.' SLIDING GLASS DCGR INSTALLATION '.: IT- SCREVS BB a • Tc INCH^ NCT=S n_ j_, _=_NINE V/T-,:r Y wC__ 3U< UA. CS= SAME !C_G,r P: .i•__ _:..c. CIVI: CONCRETE OR - SHIM AS PE'C'D _ HASC'NRY OPENING (SEE BY Gir.E 3s CAULK ErTV_ EN DOOP CLANG 8 volln BUCK CAULK BETWEEN PERIMETER WOODUC -BK 6 CAULY. BY MAS' Y. OPENING OTHERS, Br OTHERS STUCCO _ n BY OTHERS INSTALLATION ANCHOR IS SCREW (TYP. WHERE IAPCONS ARE NOT RED'D-) SLIDING GLASS Does FRAME SILL D . 11 . O uQ I INSTALLATION ANCHOR 3/ 16' Du, TAPCON INSTALLATION ANCHOR R9 SCREW (iYP. WHERE ONE BY WOOD TAPCONS ARE NOT REO'D.) BUCK BY OTHERS 1 1/4' MiN. EMBEDMENT r SLIDING GLASS DOOR FRAME 1/ 4- MAX. JAMB D r r SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYP.) DOOR HEIGHTD EMBEDMENT A 1-1/4' MIN, G A LIBERALLY APPLY CAULKING UNDER SILL D D OR SET SILL IN BED INSTALLATION ANCHOR C` F CONCRETE 3/16' DIA. TAPCON SECTION A -A M< X. SHIN SPACE 1 1/4' MIN. EMBEDMENT ONE BY WOOD 1 BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK L HAS' Y. OPENING BY OTHERS TSHIM AS REO'D. SEENOTES) d INSTALLATION ANCHOR 3/ 16- DIAL TAPCON ZTEMPEREDGLASSpCAULKBETWEENTYP.) DOOR FLANGE 6 WOOD BUCK PERIMETER , CAULK BY CONCRETE OR OTHERSMASONRY OPENING BY OTHERS S. G.D. WIDTH CONCRETE OR M:. SONP,Y OPENING BY OTHERS INSTALLATION ANCHOR ;7 CAULK JETVEEN 3/ 16' DMA 7APCON WOOD BUCK 6 MAS' Y. OPENING BY OTHERS AK BET SLIDING GLASS DOOR V CULL HOOK STRIP - EN HOd( STRIP Q WOOD BUCK 1 1-1/ 4' MIK EMBEDMENT Q 1 V ONE BY WOOD BUCK 8T OTHERS STUCCO 7 BY OTHERS l if41 12` Lf A 0 B.O.A.F.7EnPERED GLASS TYP.) SECTION B- FAG' ruRER BODING GLASS DOOR INTERLOCK MASTER FILE# HOOK STRIP DETAIL tala— U DOOR MATERIAL, ALUMINUM ALLOT 6061 23 7APCON TYPE 1NS7ALLATION ANCHORS MUST BE OF sUrrICICNT LENGTH TO ACMIEVC Kim CMBCDHCNT OF 1-1/ 4' IMID MASONRY OR CONCRETE. 3) ALTERNATE 7APCOH INSTALLATION ANCHORS FRONT 70 BACK 1N ALL FRAME MEMBERS. 4) IAPCON ANCHOR CHART ON BACK OF THIS BEET. 5) IUSE SLICOW ZED ACRYLICCAULKBEHIND DOOR FLAMGC AT MEAD A JAHBS. 6) US SLICOMIIED ACRILIC CAULK fOR PERIMCTER SEAL AROUND EXTERIOR Of DOOR. T) IF EXACT DOOR SIZE IS HOT LISTED IN ANCHOR CHART, USE ANC:OR OU-1111 LISTED VITM MCKT LARGER 112E. FOR iME APPROPRIATE DESIGN PRESSURE RED-D. Be FOR POCKET DOOR SIZES USE CLOSCS7 BYPASS DOOR 112E L CONFIGURATION TO FINISHED DPCMIMG PLACE 1APCDNS. IN fRONT OF HOOK STRIP AS SMOVK 9/ GLASS THICKNESS MAY VART PER REQUIREMENTS Of ASTM E1300 GLASS CHARTS. 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCOM ANCHOR SHOULD BE FILLED VITM KB SCR'-VS OF SUFFICIENT LENGTH TO PROVIDE MIN. 5/B' EMBEDMENT INTO WOOD BUCK. 11) DOM —" IS APPROVED USING 1EMPERED GLASS IN SINGLE GLAZED DR IHSULATIHG GLAIL 12) —A / SILL CORNERS ARE TO BC SEALED VITM A SMALL JOINT SEAM SEALER 13) SHIM AS REO' D, AT C., SET Or INSTALLATION ANCHORS. MAX ALLOVABLE SHIM STACK TO BE 1/.'. I.) ALL IMST ALL.' It"' ANCHORS MUST BC HADC Of CORROSION RES1$TANT MATERIALS. 151 ..CRC 'X' REPRESENTS MOVING It AN0 '0' RCPRESENTS FIXED PANEL APPROVED COW IGURAT IONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. IW -01 ALL COW IGURAIIONS LISTED ABOVE ARE SHOWN ON THIS DRAVING. HOVEVCR IN57ALLAIIDN EXTERIOR ELEVATION SECTIONS 'A •, ' B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION' OF ALL APPROVED 2 PANEL DOOR SHOWN COIGURATIONS. IT) INSWTALL ONE TAPCON IN EACH PAIR Or FACTORY APPLIED INSTALLATION HOLES ULCSS NOTED OI HERVISE ON ANCHOR CHART. SEE BACK OF INS$ SHEET, is) FLORIDA EXTRUDERS IWO SERIES SLIDING GLASS DOOR 1S SHOVM. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVS DESCRIPTION DATE IINI FIl_ P I D A INT.EXTRINC.aS SANFOP.D lf TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DPawN BY: BB APPROVED BY: r.ln/x rn7 IcK, •) r. !.iTc „)',. tC L c.. TAPCON ANCHOR CHART NOMINAL DOOR DOOR OUANTITIES IN HEAD L SILLI QUANTITIES IN EA. JAMB OUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TOI 61 PSF TO 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 4068 XX, OX, X 48 X 80 3 3 3 4 4 4 3 3 4 5068 XX, x, X0 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, X, XO 72 X 80 4 4 4 4 4 4 3 4 5. 8068 xx, Ox. x0 96 x 80 5 5 5 4 4 4 3' 4 5 1OC68 xx, Ox xp 120 X 80 6 7() 4 4 4 3 4 5 5080 XX, OX, Xp 60 X 96 3 3 3 5 5 5 4 5 6 6080 Xx, 'OX. X0 72 X 96 4 4 4 5 I 5 5 4 5 6 8080 Xx, Ox, x0 96 x 96 5 5 5 5 5 5 4 6 6 10080 XX Ox, x0 120 x 96 6 A 7 () 5 5 5 4 6 6 50100 XX, OX, XO 60 x 120 3 3 3 6 6 6 5 6 7 60100 XX, OX, X 72 X 120 4 4 4 6 6 6 6 7 8 80100 xx[ x XO 96 X 120 5 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 X 80 7 7 9 02) 4 4 4 3 4 5 15068 OXO 181 1/8 X 80 8 11<D3) 4 4. a 3 4 5 9060 X0 109 1/8 X 96 5 5. 6 5 5 4 6 6 12080 OXO 145 1/8 X 96 7 8 (Dlf 9'Se) 5 rf li;,i:%:5 4 6 6 15080 OX0 181 1/8 X 96 8 11 5 5 5 4. 6 6 90100 OX 109 1/8 X 120 5 5 6;. _-Fki iSi"L DI) 6 8 10 120100 x0 145 1/8 X 120 7 10 F3) 1 6 6 7 (DI) 6 8 10 9068 XXX 106 5/8 X 80. 5:: ,., _ b ,. 4 4 — 4 3 4 5 12068 xxx 142 5/8 X 80 7 7 8 cDI) 4 4' "; a 3 4I 5 15068 xxx 178 5/8 X 80 8 1 4" a 4 3 4 5 9080 xxx 106 5/8 X 96 5 5 6 5 5 5 a 6 6 12080 XXX lag 5/8 X 96 7 8 <Dll 9 02) 5 5 5 4 6 6 15080 XXX 178 5/8 X 11 Q 3) 13 5 5 5 4 6 6 90100 xxx i06 /8 X 120 5 5 6 6 6 6 I 8 I 10 120100 xxx 142 5/8 X 120 7(TIP) 1n rn) 6 6 7 6 8 t 0 10068 Oxx 119 5/8 X 80 6 6 7 (DI) a 4 4 3 a 5 12068 OXXO 143 5/8 x 80 7 7 8 (Dl) 4 4 4 3 4 5 16068 OXXO 191 5/8 x 80 9 10 <Du 12 (D3) 4 4 a 3 4 5 l d xxU 1 7/b X '7b b 7 CD1) J 7 4 b b 12080 OXXO 143 5/8 X 96 17 7E(D 1) 9 cD2) 5 5 15 4 I 6 I 6 16080 OxxO 191 5/8 X 96 9 in > 4 SD ) 5 5 5 a 6 6 100100 OXXO 19 5/8.x 120 6 6 7 (D1) 6 6 D1 6 6 10 120100 OXXO la3 5/8 X 120 7 19 cD2) I 10 <D3) 6 I 6 17 cDi) I 6 8 10 160100 OXXO 191 5/8 x 120 10 (Di) 13 (D4) 16 (D7) 6 6 7 cD1) 6 8 10 10068 XXXX 117 /4 X 6 6 4 4 4 4 5 12068 XXXX 1141 1/4 X 80 7 7 18 (DI) 4 I 4 4 3 I 4 5 16068 XXXX 189 1/4 X 80 9 (DI) 10 cD2) 12 cD4) 4 a 4 3 4 5 10080 XXXX 11 1/4 x b 6 7 (DI) 12080 xxxx - 141 1/4 X 96I 7 18 (D1) 9 cD2) I 5 I 5 15 I 4 I 6 I 6 6080 xxxx 189 1/4 X 56 9 (Di) iD (Da) 11 05) 5 5 5 4 6 6 100100 xxxx 117 1/Q X 120 Di 6 6 DI) 6 8 10 1c0.00 xxxx 141 1/4 X 120I 716 S <D1> 16 10 (D3) 17 6 6I 7 (DI) 17 6I I 10I60100xxxx1891/4 x 120 10 cD2) 13 cD5) 15 cD7) 6 6 7 <D ll f e8I l0 V FEB? , r FC 2 /1 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED' INSTALLATION HOLE. -D1- THRU -D7' DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE RE O' D. 2) -Dl- MEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) -D2- MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) -D4- MEANS,. INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) -1)5, MEANS, INSTALL TWO TAPCONS 1N FIVE. SETS OF INSTALLATION HOLES. 7) -D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) -D7- MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD L SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER, 1F NEEDED. C: LOCATIONS IN HEAD L SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. . B: SECONDLY, AT EACH END OF JAMBS NEAP. HEAD L SILL CORNERS. C LOCATIONS 1N JAMBS OTHER THAN AS LISTED IN A L B. n I EXTRUDERSrIUR _ INT. INC. SANFORD. FL. zmx' SLIDING GLASS DOOR, TAPCON F,,_gSS CHART EvG: K4x:y 7Rry B T-**• s:n N.T.S. r 6 rcFL=x70: CI V iL GA: 4 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES 19.125 26.500 30.500 L 37.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 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 44 q, 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 yy Bi -- Z7r0'z- SEE NOTES DwG NO: GEN-0453 1 ' 2 & #3 D d MULLI N INSTALLATION ANCHOR ANCHOR BRACKET O ( TYP.) D— FRAME WIRAEI SI LL #8 SELF TAPPING D TYP.) SMS (TYP.) D MULLION D a 1-7/8' ANCHOR INSTALLATI N BRACKET. ° ANCHOR T Y P.) a MULLI N DIE NO. 1447 _ _ __ v PR81X" • . D _ SUBSTRATE v ACTLMR NAME: MULLI N a N,=,R L- L U DIE NO,1447 D 1-7/8' WINDOW v FRAME HEAD O T R FILE # 6 TYP.) v SECTI N B-B D v SECTI N A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WIND WS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLI N TO SUBSTRATE WITH 3/16' DIA. A CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INT CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. A B B 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. F- EAREAg- NERAL ALUMINUM CORP. CARROLLTON, TEXAS „ TITLE'RIZONAL MULLION INSTALLATION DETAIL .b t ; INUM TUBE MULLI N, DIE NO. 1447 EXTER I R E L E VATT I N DRN+ BBAPRVD+ _ DATE+31I7/02 SCALE+ MATL+ -_ VG N - HALF-- D GEN 0453 HONE 07-805-0365 FAX s07-805-0366i'PR6jTAREh.®YV PRODUCT TECHNOLOGY CORP..CORP.• 250 INTERNATIONAL PKVY.. HCATHREN. FLORIDA 32746 64 tq 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 ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12,Ian-2002 01-1201 p RC,, ri O: V-0450 MULLI" ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLIUIN DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) i SEE NOTES a ° #2&#3ao MANUFACTURER NAME,,, EXTERIOR ELEVATION - MASNOTES: 3 Lit FUR, ,R 1. 11 MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG .AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.' SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAi_' EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE N0. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING ##10.: SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD AREA. - - - - DRN: JS APRVD: -_-_ DATE:3/17/ 2 FRAMING. WT/'FT: - - SCALE: HALF MATL: - - - - DWG NO: GEC:-c_:o PREPARED 8T: PRODUCT TECHNOLOCY CORP., 250 INTERN ATONAL PKWT, HEATHROW. FLORIDA 32746 PHONE 107-605-0365 FAX 407-!5-C3" i GENERAL ALUM/NUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY' PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8061M CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 A &?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 3.78 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020038 HEATHROW, FLORIDA 32746 JAN. 11. 02 PHONE 407 805-03651 FAX 407 805-0366 01-1201 f I 6 T"JT39 1. TESTED IN ACCORDANCE WITH STMDAf>D BJI MING CODE, CHAPTER 17, TO A POSI T 1 VE APOPELT IVE 37.5 NSF. 2_ DASH HILMOU5 M_ESENT VANIOL6 SECTION HEICH7S. 3R SECTION 7' HI. FOURDOOR 910IYN. 8' HICH DOORS HAVE FIVE SECTIONS-. 4" 4. SECTI(7N FEIONT OF 20.812. 19.00 i 16.75 ARE AVAILABLE MD MAY BE 15ED IN C066INATION TO ACHIEVE VAR CL6 HE DOORS. 5. DA30SSKW PATTERN -OF 14. 50 X 20. 375 SHORN. ALTERNATE PATTERd45 OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE l6ED. 6. TORSIOI4 SPRINGS SFDMN. EXTENSION SPRINGS AVAILABLE. 7. - THIS BRACS(ET, REF. P/N 405964-0002, ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION IM.EDIATELY BELOW THE TOP SECTION. 2' X 6' WOX:O JAMS 2' X 4' WOOD JAA9 OR EQUIVALENT - P/ N-405964-0001 1/ 4• TRACK BOLT 5116 X 1 3/4' 5• REF LAC SCREW t DETAIL SCALE: 148 3 1 ORANGE COUN-TY 9. THE STRUT PLACEAENT ON COOKS CONSTRUCTED WITH 5 OR MORE SECTIONS MJST BE nrra A REV C.O•SISTENT WITH THE DD(A1 SFiTVN. fHE STTalTS FOR .TI{ ADDITIgNAL INTE TER FILE B PEV SECT I0•6 ARE t0 BE PLACED AS SHt)WN ON THE THI aO SEC!ION. REv 10. THE STRUT PLACEWN7 DIMENSION ON ALL SECT1ONG LESS THAN 20.812' M4 RMJrED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHI ! 20.812-.' 8s 11. SCREW P/N 605911-0001 IS A 1/4- CIA X 5/8' LONG TYPE AB HEX HEAD METAL SCREW 12. • POST TO BE INSTALLED ONLY WA -EN HIGH WIND WARNINGS ISSUED. 13. STRUT PLACEMENTS CAN VARY s3'. 14. OLIANTITY FOR LOOKS CAN BE 0, 1, OR--2. TRACK 968 END HINGE II 000 I II VIEW " D-D' 1/8• DSB 2' TRACK / - 9 RHK (VERTICAL) SECTION " C-C" 2• X 6' WOOD JA 2' x 4,• w00D JAlrive 6 `D•1-7 SCALE: 1/2 OR ECUIVALE1117. I IZCNTAL7RAC1O6i COLINTERELkLANCE I I R OPTIONAL SPLICE IN HORIZONTAL TRACK AT 467605-0004 TOP OF RADIUS 2 PLCS 404 40482E-0003 D` J TYP 2 PLCS TYP 2 PLCS a400650- 0001 HS- 1 TYP3 PLACES FIXTURE I i TE OPTIONAL WINDOW DETAIL SCALE: 3/32 ONLY Y1H{ S 1t• ---7Yp..2..PLCS._- _ 046450- 0003 404825-0003 TYP, 2 PLCS I1., 5. 00 36.00 E ` • B' 'B• STANDARD TRACK DETAIL FOR 16' 405771-0001 PR 404828- 0003 SCALE: 1/16• • 1• 16'-0• MAX. WIDTH - SERIES SERIES0 A TFAJ. S4 289 ARE EQUIVALENT COVSTSERIES 280 CN 2524 4 STEEL INTERIOR ELEVATION SERIES 180 ARE.SAbE' C n6'TRL.CTlQv AS SERIES 280 ONLY ?4GA STEEL AAD ETD CAPS DOOR TESTED WAS 281 SERIES. - DOOR WIgTH CENTER STILE END STILE ROLE STRUTS/SECT. I ROLLER YERTIMETRAJ(.4 LOAD HL! TAWAT4E PER ) 16' 3 SINGLE I YES F 610 2` X 7/16• 041 100 STD.. L_ i DETAIL • F' SCALE: 1/4 16' WIDE( ENTER STILE N408680-0004,5.E a2 3PUS) A• LER 401199- 0001 TYP 2 PLCS 404828- 0003 TYP 2 PLCS. NOTEE 4 L j _ l 7/8' THK. SECTION ' A -A' SCALE: 1/4 wl v • F• 061601- 0000 14 ' DESIGN LOAD A• 25 NSF ± z1. a6<1 (7'_0' SHOW1) TEST LOAD 37. 5 PSF + a, 0. MAX-. HEIGHT 21 . 57 C• 12• ® r' i''.• C. 409327- 0001 • HL'4 . 4115771- 0009 -A'L'. r.•t1!:fh"d! ////i:' ni anw wnwt rmwo. evo.nr Let a H•in sm n tK Wvwn s „ A. nuAnAwANn .I ma 1a rN aaamw Aq Wtnl Asmar, w w r um m i mlmmaI! m •r.rrbtK wnMe sne® • om. n.ort as vrs ro..nte. s Iww,W m manna. a r M YL7< NL$ 01/13/98 RES I "STTL ORk18 Q' MAX q w, WIDTH. M'INDLOAD . DAV ID. FA o2/1a/9e anna o 409335 rvat Aws• m wt n W DAVID FA)T 02/19/98 i 0 4 0575 1 31, W/ 4-5/16 X 1 3/4' o LAG SCREW 6.04 o h—4.00—+ P/N 409328-0001 PLATE.HASP I 2 1/i6 106 THC. O O . 070 MIN-4— P/N 401199-0001. TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 2 11/32't-1091MIN-71• Y 0 0 3 9IL/ 16' 1O O O O O Pm 405771-XXXX BOT. FIXTURE FOR 180/280/290/390 SERIES ATTAC• 1 TO DOOR WITH 3 SCREWS Pm 605911-0001 0575 - 2 9/32 REF + tt. 070 MIN 000 T 3 3/16 7 0 o I o 0 j_ 000 S. 00 Q O 7/ 16jl PM 407603-0001. CENTER HINGE 0 0 STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 5. 00 P/ N 409331-000/ PLATE. FL 2. 765V 156 DIA 3. 00-+ .375 DIA P/ N 608069-0001 PIN 1/ 8 •25 LENGTH DOOR WIDTH - 1•y 1 7/8 515 M INITTHK Pm 400650-XXXX, ROLLED HS-X STRUT PART M143ER IN.THC STRUT 400650- 0001 .030 FHS-1 400650- 0004 .020 HS-0 000 O 2T 1 O J 4 5/8' L_ I 000 3. I P/ N 061601-0000. SLIDE LOOK ASSY 1 0703M1 • H• Fes- I o ( 2' H o 8' a 0 O 0 108 MIN MIN-4- MIN- 3 3/16 d P/N 405964 k 046450. E:AO<ET. SCAB Pm 405964-0002, BRAK T, SCAB JOINT f PART. MAKER I'L' P/ N 407505-)O=. END, HINGE 405964-000/ O46450- 0003 3- 144 P RESID. STEEL DOORS PART M1430 1 -re 407405- 0002 as SCAB BRACKET DETAI LS 40705- COO] 1. 4076OO 0S-o41.3533 4.1eo1 —, ATTACH TO DOOR 1.0p WITH 1 1. SO NiN r P g p L.; L4SCREWSP/N 605911-0001 v `` 5 u""j. L:'. t'•'v E ur ` V 44 .44 a P/N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LEIS. MAX. MUSHROOM HEAD - LOOK 0794P0001" " TER STILE CN 1So SERIES 408680-6004,5,E 2 REQ- - . - .. -rip ND7.- 'DONSERlES. 4: ---OliBlE- ---"--- - -- --- 1.25 ..1l+- 187 2•. 25 1-2.50• 1 REF 1 — ING NJ( 4 1/ 4'-20 HEX Wi O 4. 00 p I O ® . 25 I o DOOR SECTION CrXISCREW T —\! 375 DIA P/N 60591c HOLES Pm 805871- 0001 ORal 9-0001(SELF-ORILLINGZ"s•' •'i "7.': / '1}'• Pm 408379-0001 LINK P/N 408876-0001 SUPPORT SECTION 'G-G- - 7' HIGH i .- DOOR FLOOR PLATE - FEEL 5117UT5 EIETAT (16' WIDE DOORSI G- ! SHOWING FLOOR PLATE toms MOR. r. a m rinarmMvriass a i swri[ mm' a 1w1a maraxKuiwps. w - a. . rap. OOf' a Ot/t3/ 8 .NRE51 Si2l 8D0R • 1D41E;Q3 316:1 IDTHIN)L MA T. 02/t9/98Q-405Kw— rloWPm 409326-) 0POST ASSY, VERTICAL DAVID A02/19/ 18NZE EAOR N5 M I A M I•DADE NIIANII-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUri'Ii 1603 MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-290,S Premdor Entry Systems coN r z c-rolt Lu:F.NsINc slcc: rwN 911 E. Jeferson, P.O. BOX 76 (305)375-2527 FAX(305)375-255s PittsbILrp,h,KS 66762 coNriz croltt:vrc)lic:t:an:vrnnlswN 305) 375-2966 FAN (305) 375-290s 11RODUCI• CON•1•ROI. DIVISION 305) 375-2902 FAX (305) i 72-6339V10cationforNoticeofAcceptance (NOA) of: Entergy 6-8_S-W/E Inswing Opaque Single w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County governing the use -of Alternate Materials and Types of Construction, and completely described herein, has been. recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or. material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, 'modify, or suspend the use of such product or material immediately. 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.: 01-0314.18 EXPIRES: 04/02/2006 Rau ttoarlgucz Chicf Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC'AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COtNINUTTEE 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 Nliami-Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 06/05/2001 Building Codc Compliancc 011-1ce s0450001\pc2000\\templates\notice acceptance cover page.clot lit, .. :. , . Premdor Entry ystems ACCEPTANCE No.: 01-0314.18 APPROVED JUN 0 5 20C1 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1t1. This renews the Notice of Acceptance No. 00-0321.20 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-EW-I, Sheets I through 6 of 6, titled "Premdor (Entergy Brand) Wood Edge Single Door in Wood Frames with a Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01115101, 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 arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall bc.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 REQUIREitiIENTS 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 Florida Building Code SFBC) in order to properly evaluate the installation of thi, system. Manuel Vercz, P.E. Product' -Examiner Product ntrol Division 2 HURRICANE CODE WOOD -EDGE STEEL DOOR in WOOD PRRmE PRODUCT CERTIPICRTIO SHEET 01-©SIL4- I LD__aoe: Valid for the following side -hinged door arrangements: OPROUE DDDRS — 6a8aa RDIRIRRL HEIGHT Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites r1,Aj L DOOR STYLES: 4 - 13 In 1313 Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel IM 13 % r a= 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5 panel with scroll SIDELITE STYLES: 3 ®® ®® 13 f' ®® ®® A. 01 01 Lj 1 9 T i R, Lj LJ L 680 Series 129 Series 200 Series 12R, 12L, 2313, 450 Series 152 Series 149 Series 23L, 24R, 24L Series IRIPRCT y CS MULTI_WE_STL_WD_OP Entergy- Entry Systems Our continuing grogram of product irnprovemml makes specifications, design and product deta3 subiM to change without notice. Premdor Entry Systems ACCEPTANCE No.: 01-0314.18 APPROVED JUN 0 5 2001 EXPIRES April 02. 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 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. S. 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. S. 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 I, 2 and this last page 3. J END OF THIS ACCEPTANCE Manuel tvcz, P.E., Product Co xaminer Product Control Division MIAMI•DADE NILANII-DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MC'rItO,DAI)E FLAGLIat BUILDING 140 WEST FLAGLEIt S'1'REG1', surn4 1603 MIAMI, FLORDA 331 30-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-290S Premdor Entry Systems CONTIOCrOR I.u:E;NSING S!•:(:•rIo.N 911 E. Jeferson, P.O. Box 76 (305)375-2527 FAN(305)375-255s Pitts h , KS 66762 CONTIL-W'rOR eNFolu:Fan:N'I un LION 305) 375- 29GG FAX (305) 375•290 uYopplication PRODUCr C•ONTROI, DIVISION 305) 375- 2902 F.LC (305)1 72.6339 for Notice of Acceptance (NOA) of: Entergy 6- 8_S-W/E Inswing Opaque Single w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, `modify, or suspend the use of such product or material immediately. 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. J/Z `' ACCEPTANCENO.: 01-0314.18 EXPIRES: 01/ 02/2006 Raul KO(Irlgucz Chicf Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC'AND GENERAL CONDITIONS BUILDING CODE S PRODUCT REVIEW C0+NINIITTEE 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 Nliami-Dade County, Florida under the conditions set forth above. Fmncisco J. QUIntana, R.A. Director Nliami- Dade County APPROVED: 06/ 05/2001 BUIlclillg Codc Compliance Oflice Premdor Entry Systems ACCEPTANCE No.: 01-0314.18 APPROVED JUN 0 5 2001 EXPIRES April02 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 111 This renews the Notice of Acceptance No. 00-0321.2.0 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-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Wood Edge Single Door in Wood Frames with a Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01115101, 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 bG.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 REQUIREiIENTS 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 Florida Building Code SFBC) in order to properly evaluate the installatio of thi, system. Manuel erez, P.E. Product"Co Examiner Product 6trol Division 2 PRODUCT Pa H BRTR L WOOD. EDGE STEEL DOOR Ifl WOOD PRRMB PRODUCT CERTIPICRTIOR SHEET 01-0SW—,It Valid for the following side -hinged door arrangements: apRouE DOORS - s,B,, numIfIRL HEIGHT- SIX Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites Double Doors on Hinge side on Strike side DOOR STYLES: FU D 0303T, 1313 1313 Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel si 013 9- panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SiDELITE STYLES: 13 M EJ 13 [3 13 f 13 M 4.. 4 13 0 680 Series 129 Series 200 Series 12R,12L,23R, 450 Series 152 Series 149 Series 23L, 24R,24L Series Bp 40, 0 (0-1, 0 IMPRCT CS MULTI-WE-STL WO -OP mooEntggy- EntrySystemsOur continuing program of product improvement makes specifications. design and product delad subject to change without notice. t, Premdor Entry Systems ACCEPTANCE No.: 01-0314.18 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 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 bc'available for inspection at the job site at all time. The engineer needs not reseal the copies. S. 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. J END OF THIS ACCEPT NCE Manuel ez, P.E., Product Co xaminer Product Control Division PREMDOR (ENTERGY BRAND) WOOD EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD INSWING) 100' MAX 4' MAX 4' MAX- 3' MAN 4' 15' MAX MAX E 15' MAIX O.C. 15' MAX IC. J 15' MAX O,C, 'A' 15' MAX 15' MAX 6' 910 x 1 112' MINIMUM EMBEDMENT 14) PER HEAD 6 SILL, (6) PER JAMB ALTERNATE: 3/16' PFH TAPCONS w/1 112' MINIMUM EMBEDMENT 4' MAX 4' MAX 4' MAX 3' MAX- 3' MAX 14, 3' MAX 1/2' x 2' STAPLES Is. MAx 4" MAX4 (SEE NOTE 5) B 1/16' 14' ON Is I. HINGE —. MAX 4' MAX, 15' 15' MAX MAXX 43 ,l / 16' TOP OF DOOR 31 3/16' E ' TO OF LOCK ON HINGES KVIKSET DEADBOLT MODEL 660 SERIES OR HARLOC DEADDOLf MODEL 820 5 112' A, 80 ,1^/16' KVIKSET LOCKSET-/ MODEL DL200 SERIES OR HARLOC LOCKSET MODEL l00 31 3/16' T ON HINGES 14' MAX", 14' IS' MAX MAX MAX 15' B MAX 4' MAX 3' MAX 4' MAX 3" MAX NOTES: 3' MAX 3' MAX 4' MAX 4' MAX 4' MAX ' MAX I.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. O B x 1 3/4' F.H.W.S 2.) THE PRECEDING DRAWINGS ARE INTENDED TO 3) PER SIDE FROM QUALIFY THE FOLLOWING INSTALLATIONS. JAMB INTO THRESHOLD A: WOOD FRAME CONSTRUCTION WHERE ODOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. R.H. INSVING B. MASONRY OR CONCRETE CONSTRUCTION WHERE L.H. INSvING DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSLIM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL P7 BY WOOD BUCK. L ANCHORING SCREWS TO BE NIO WITH i 22' x MAX IS' MAX 64' OLD A15X A PRESSUREVHERE VATER INFILTRATION REOUIREMENI IS NEEDED i VHERE VAIER INFILTRATION REQUIREMENT IS NOT NEEDED Po5itive NUI APPROVED x 0 o5F x UM T 112' EMBEDMENT INTO WOOD SUBSTRATE OR 3/ 16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT . UNITS SHALL BE INSTALLEO ONLY, AT LOCATIONS PROTECTED BY A CANOPY OR INTO MASONRY. OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG 4. UNIT MUST BE INSTALLED WITH 'MIAMI-DADE 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: 7. DOOR/ SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE (III06N 6U1(SSI(bI SMMrLIR1 CORNERS ARE COPED AND BUTT JOINED. FFR: B. DOORS SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST rR IT PS--11411— APPf*OVEU AS C0.',1PLYING Vd TM THC SOUTH F JVP[ A QUI DINGCOPE D TE JUN 0ZR BY (,LUaV— 11=_ PRODU T C NTROL DIVISION l/ BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, 01 "03rY, / 8 INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PR MD N Y SY tMJ 31-1020-EW-I 9. FRAMESSHALLBEPRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 91ILIDU VATER-REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL SHEET I OF 6 avamf lirrzl C 1/4" SHIM MAX 3/4" 2 BY WOOD BUCK 1 3/4' 4 9/16" 1 1/4" EXTERIOR MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS Q WOOD HEAD JAMB EW-12 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT COMPRESSION WEATHERSTRIP W- 4 LOCKSCR EN BRAND LOXSEAL 9650 (BRONZE) WOOD STRIKE JAMB W- 0 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT D ALUMINUM -BUMPER THRESHOLD EW-13 1PREMOOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' 5 TOP CHANNEL EW-05 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL STEEL SKIN 26 ga. COU ID04 -.000) xlx nE(B sl IcrN n PSI Alx fH10)iST P[R I(160.[ IESf R(POlI IS >pl' 7O POLYLQETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 25 lbs./Ft' eO BOTTOM CHANNEL EW-04 PREMDOR BRAND - l 11/16' - 20 GA STEEL 9O WOOD LOCK BLOCK EW-08 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT ' 10 STRIKE STILE EW-07 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT II HINGE STILE EW-06 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 12 LOCK PREP FILLER PLATE EW-09 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4.'. HINGE EW-15 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) to WOOD HINGE JAMB EW-11 1 1/4' X 4 9/16' MTL TO BE PINE OR EQUIVALENT 15 410 x 3/4' F.H.W.S. 4) SCREWS PER HINGE INTO DOOR 16 I#10 X 2' F.H.W.S. 5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOWN FROM TOP, MAX 18' O.C. THEREAFTER 10) SCREWS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOWN FROM TOP MAX 8' O.C. THEREAFTER 4) SCREWS THROUGH EACH HINGE INTO DOOR JAMB 6) SCREWS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOWN FROM TOP, MAX 15' O.C. THEREAFTER 17 1/ 1 ' PF V/MINIMJM I I/2 EMBEDMENT E OR J/16' PFH TAPCIPIS V/XINIMIUX I i/2' EMBEDMENTBE REFER TO ELEVATION VIEV, FOR N OF SCREWS USED AND LOCATIONS iB SIDELITE WOOD STILE EW-07 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 19 98 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE 0 LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 NOT USED ON THIS MODEL WOOD SIDELITE JAMB EW-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EW-19 TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (ODL-2 AR TEMPERED GL 1 1/4" SIDELITE TRIM (WOOD) EW-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EW-21 1/8, x I' MTL. TO BE PINE OR EOUIVALENT - ITEMS ARE MOLDINGS USEI FOR 'SIDE BY SIDE JAMBS' AS MULLIONS WOOD SIDELITE HEAD JAMB EW-22 1 1/4' X 4 9/16' MTL. TO. BE PINE OR EQUIVALENT WOOD SIDELITE BASE EW-23 l 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by DL 6 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME SCREV SPACING TO BE 3' IN FROM EACH CORNER AND NOTTOEXCEED14' OC THERE AFTER. PIN NAIL 3/4' LONG NAIL, 4' IN FROM END, MAX 8' O.C. THERAFTER, USED ON MULLIONS AND TRIM DOW SILICONE #995 LIMITS: UNLESS NOTED, FRAC. DEC. ANG. I B JDADE COUNTY MODIFICATIONS i/11/oI JD . EXTRUSIONS: UNLESS NOTED, SIR COM'L. IOL'S. JA NDED PAGE 5 (DOOR OPTIONS) 10-1-98 I RS 9 - N N R: APP..4^VED AS COL1:lL(ING `A1TH THE DR. BY PING E R. S. SOUTH f" DA`Er° , PREMU BY 911 E. JEFFERSON PRODu L2LSNTROLDIVISION PITTSBURG, KS. 66 BUILDING CODE Co1APUANC'' --FTCE ACCEPTANCE NO. 0/ I$ NTRY ` 31-1020-EW-I SHEET 3 OF 6 REVISION LETTER B 2 BY WOOD BUCK 1/4" SHIM MA`X 3/4" S 7 a a 79 3/16" INTERIOR MAX 80 11/16" I 64" MAX MAX DL BY WOOD BUCK , 9 1s SECfI17PJ C-C 23 EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31-1020-EW—I SHEET 2 OF 6 27 D W NSILK E # 995 LIMITS: UNLESS NOTED, FRAC DEC. ANG. 17 EXTRUSIONS: UNLESS NOTED, STD. COWL. IOL'S. APPROVED AS COMPLYING PATH THE s url; F'WA B LDING CODE DR. BY R. S.- CA E <uJNn PREMDUR ENTRY SYSTEMSBY - 911 E. JEFFERSON PRODU NTROLDIVISION PITTSBURG, KS. 66762 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Ol _ p. BADE COUNTY MODIFICATIONS Irni01 1 J MATERIAI WAS 201 YSTYRENE 6-2-99 R', m=1-90 R ADD SCREVS TO LITE FRAME L MATERIAL LIST 2-10-97 REVISIONS DATE IAME NT RGY VQQQ D T (- ) SCALE: 31-1020-EW-I SHEET 4 OF 6 REVISION LETTER D U. 4' OTHER DOOR CU NFIGURATIONS 80 II/!6' III O MAX III 68 3/+" MAX 4' MAX 4' MAX 4' MAX — MAX 3' MAX 4' MAX 3' MAX—] I4' IS' MAX MAX MAX MAX I IT L 4'.MAX IS' 15' MAX MAX D.C. 15' MAX IS'. MAx 15' MAX IS' MAX D.C. I—+ MAX cc. 14'IS' IS" t-4- MAXI- 4' MA% IS' MA% 6' MAX 3' MAX O.C. 4' MA% 3' MA% 3" MAX I MAX MAXI4' MA% 4' MAX MAX MAX MAX 3' MAX 4' MAX X MAX MAX 3• MA% 4' MAX 6' MAX a• MAX 100' MAX 4' MAX-1' MAX 4' MAX 4' MAX 1' MA% 3' MAX ] 0' MAX - MAX— . 3' - 1• MA 15. 14' _ MA% MAX MAX4' MAX 15' MAX O.C. 15' MAX o.C. 15' MAX CLC 15" MAX I.C. 15' MAX O.C. LIMITS UNLESS NOTED, FRAC ' DEL EXTRUSIONS: UNLESS NOTED, SI0. COMl. ILL" 6' MAX 3' MAX I Ar :' 1' ' Ci:'FLY1t:G `MTH THE 4• MAX 3' MAX MAX 4' MAX ,::i ,ti:„•fl. a f)I} U QDE DR. BY DATE r-11-01 3' MAX 3' MAX .. u [[ ' PRODUR ENTRY SY4' MA% 4' MAX MAX DIVISION 911 E. JEFFERSON 8;LGING C^^5 CC`APLIANCE OFFICE PITTSBURG, KS. 66762 ACEPTAI II II 4' II. II 15' MA15" MAX MAX IS'IS' 15' MAX ANG I d' MAX 37 1/2" MAX 4' MAX 4' MAX 3• MAX 3' MAX 14• MAX 15' MAX O.C. 15' MAX 7MAX- 1 O.C. 15' MAX D.C. BO II MAX 16' P 15' MAX D.C. 15' MAX if- 4 MAx MAX MAX 6' MAX J—:, MAX 3' MAX MAX 4' MAx X 31-1020-EW-I SHEET 5 OF 6 REVISION LEI IER e GLAZING DETAIL SHERWIN WILLIAMS 850A EXTERIOR GRADE LATEX CAULK EXTERIOR INTERIOR 1/2' GLASS BITE T--I/B' TEMPERED GLASS INTERIOR UL I lUN A -A INSWING OTHER CONFIGURATIONS I_ 68 Jial 68 3i4- Ih" MAX MAX AP?=;;14ED AS C011)=LYING Wi T h THE LDGIi UlE4 HOSED. T4,r.. D:E OUTH F t A ( ItDII E EIIH61D6 ULE4 CO. Sill CYL 111.1 DATE ,J J J BY PRPRODEMDDR ENTRY SYSIDCTCTROLDIVISION BUILDING C flT E 37 MAX 1C BADE COUNTY MODIFICATIONS "m ADDED PAGE 5 (DOOR OPTIONS) e-i-n ADD SCREVS TO LITE FRAMES l ADD OTKR DOOR CUFIGORATIONS YISG1tS 611E YE: M-A---„1 STIL(: 31-1020-EW-I ODE UUMPLIANCE OFFICE POTS ¢ td76t SHEET 2 OF 6 ACCEPTANCE NO VISO LETRIT C OTHER BOOR PANEL STYLES 36„ M A X 79 /16" 0 QD 601 °° GOG ©a SOD0 MAC ® oo Goo ®® Duo 00 0 o p p BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL 4-PANEL EYEBROW W/SCROLL EYEBROW EYEBROW OTHER SIDELITE STYLES W/SCROLL 30" 0I To- M A X 79 /16" u I,. - 0000 X 0 0 Ov000Ma0 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-90A SL-90B SL-90C SL-30B SL-30C SL-70 SL-80 C2 El g0 00 ®® 00 00 00 00 00 00 00 00 00 00 00 00 go 00 o oa PD-1 PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8 PO-9 PD-10 PO-11 PD-12 PD-13 PD-14 PD-15 PD-16 PD-17 V Cl w fY1. n , o t c v o at w o waao PD-IB PD-19 PD-20 PD-21 PD-22 PD-23 PD-24 PD-25 PD-26 PD-27 PD-28 PD-29 PD-30 P-32 PD-34 v a m LIMITS LRESS _NOTED, FRAC DEC AhD EKIRUSITAS UNLESS MUTED, ST0. CER'L. TOL'S goo Dp0 LTR REVISIONS DAZE Br PAR1 NAME:PREMDOR DOOR OPTIONS DR ST DATE /I / MAPL: SCALE: 0o no iul 000 0 0 BOa a o P0OUR ENTRY SYSTEMS 31-1020-EW-I PD- 35 PD-36 PD-37 111-38 PD-39 PD-40 PD-41 PD-42 PD-43 P"-4.3A PD-43B PIITSBLRG, KS 66162 SHEET 6 OF 6 REVISION LETTER 13 IV 1 PREMDOR (ENTERGY BRAND WOOD EDGE) 3'0"x 6'0" STEEL DOOR IN PREMDORS HOLLOW METAL FRAME (INSWING) SEE NOTC rl 5/16' T-- j JAMB THROAT 1/2 1 BIB' ,STOP 43 I OPENING OPENINGI I TOP OF DOORDO II TO ft OF LOCK 1/2'j F/8 2' _ 82 32' 5HINGEJAMBMAX 2' 1 5/r 16 I Ir 1 A' r DETAIL B' 8' TOP J1 1/2 THROAT JAMB T I OPENING OPENING 1 9/16' 1/2'—I 5/8'- SFr 'A' -'A' STRIKE JAMB STRIKE LOCATIONS NOTES: 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'WODD OPENING. 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 OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL TWO BY WOOD BUCK. 3. REFER TO SHEET FIVE FOR SPECIFIC ANCHORING INSTRUCTIONS IN THE DIFFERENT ANCHORING APPLICATIONS 1. THE HEAD/JAMB CORNERS ARE OF DOUBLE COPED CONSTRUCTION. THE JAMB/6SILL CORNERS ARE OF BUTT -TYPE CONSTRUCTION. 5. DOORS SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST ITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 1MES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ DETAIL 'A' 1:,:rCR-REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. N URL KAIFNGS LNpnntiivp VHERE VATER INFILTRATION RCOUIREMENT IS NEEDED VHERE VATER INILIRANON REOUIRCMCNT IS NOT NEEDED f UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG 10 SILL IS LESS THAN 45 DCGRCES. UNLESS UNIT IS INSTALLED IN NON -HABITABLE AREAS VHER( IHE UNIT AND THE AREA ARE DESIGNED TO ACCEPT VATER INFILTRATION. L.H. INSWING R.H. INSWING 40' MAX I i I i__.__ I MPRESSION ANCHOR--! KVIKSET DEADBOLT I MODEL 660 SERIES OR HARLOC DEADBOLT MODEL 820 i I KVIKSET LOCKSET i MODEL DL200 SERIES I OR HARLEE LOCKSET iMODEL100 i j A' 98 x 2' WOOD SCREW 2) PER SIDE 4) TOTAL B.- 410 F.H.V.S, OR 3/16' PFH_ TAPCON W/ 1 1/2' MINIMUM EMBEDMENT 36' MAX 8 7/ 6 q OF 1ST. HINGE 31 3/16' q TYP. ON. HINGES 31 3/16' TYP. ON. HINGES' AIL 'A' _ HINGE LOCATIONS 10-24 X 1/2' F.H.M.S. 4) PER HINGE INTO JAMB n8 K 5/8• F.H.M.S. 2) PER STRIKE PLATE APF ROVED AS COMPLYING WITH THE N WILLIAMS BSOA SOUTH FJ..Qr3jDA'BUILDINGCODE LATE% SECANT APPLIEDLATEXBETWEENJAMBLTHRESHOLD BOTH SIDES BY DETAIL "B" PROD T ONTROLDIVISI BUIL01G CODE COMPLIANCE OFFICE ArcFPTANCI= Nn 0/ —O3/ 3. 04 1- 1032-EW-I SHEET 1 OF S 14YISBM UIl1 f' Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping L I NE BEA' N(Ff Survey DISTANCE L I S 89°59'43"W 50.00' L 2 N 89°59'43"E 50.00' NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY LI LOT 25 - T5.500 SO. FT. o N N COV. v 24.7' PORCH Z o O 15.3' O n r _ O O r- O 1979 O O YORKSHIRE 'A A B- nm SINGLE FAMILY RESIDENCE — n FIN. FL. ELEV: 15.3 Lo" V nm LOT 24 V a o arm LOT 26 Rl o zE mn m 65.0D 1 El m 40.0'W y OO a6.0' O 12.7' o O O I.3' O o 0 186.78' ti L2 0 0 P.C.P. - - - S 8979'43"W r 774.00' - - P.cP REFERENCED BEARING \ CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT "F " PR IVATE ROADWAY LEGAL DESCRPTION.• Lot 25. - V E N E T I A N BA Y according to the Plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X" according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic Platt from Flood hurance Rate Mops Provided by FEMA. No field surveying was perl-ormed by thus Frm to determine this Zone. The exact zone location can of be determined by on elevation study. We assume no responsibfity for actud flooding condtions concerning this parcel. CT m$ EVIE° vEV SETBACKSIMaxoFer Front 25' Rear 20' SITE DATA ' Side 5 ' Corner 15' A PERV70US SO. FT. - 56% Minimum Lot Width 50' LOT S0. FT. IMPERVIOUS AREA - 3. 077 SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CRCLE as being S 89°5943"W. Vertical datum is based on NGVD per Engineering construction plans by Ned H i l l e r Engineering. hc. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on f R 0 POSED. Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark Cys O.R. B. Offset Official Records Book subsurface/aerial encroachments, if any, were located. assumed datum) PB Plat Book 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved GL Centedine PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown A CALC Central or ( Delta) Angle Calculated P.C. P. Permanent Control Point onlyto depict the proposed or actual difference in elevation relative to the assumed P P PCBChordBearing PG. P.R. M. Page Permanent Reference Monument temporary Benchmark shown hereon. CD Chord P. Property Line 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and P 1 C.M. Concrete Monument P0.8. Point of Beginning Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Public Records has been made by this office. FINAL EL. Elevation ( Measured) p 1 Point of Intersection G. The legal description shown hereon is as furnished by ciieni. Fn. Fin.Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe PT. Point or Tangency 8. Copies of this Survey may be made for the original transaction only. 1.R. Iron Rod R RAO Radius Radial Line Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence Y." rod with red plastic cap marked 'Witness Corner", unless otherwise noted. LB Licensed Business RAN Right-of-way O Denotes P. C.P. (Permanent Confrol point) LS. Land Surveyor y TBM TemporaryBenchmark Denotes Permanent Reference Monument Mea N/D( N8D) Measured Nail and Disk 7 . Typical 2004 Herx 8 Associates Inc. All rights reserved N.R. Not Radial P-- X—X- Fence symbol (see drawing) Fence symbol (see drawing) Certification: Not valid without th ature and the original raised seal or a Florida licensed Sury r nd Mappe This survey meets the reQui nfs o/the FI ida Minimum Technical ids as contained ifi C ter 61 G f Florida Administrahv code. Sketch O j L e g o I Description a; _ - This is not o Survey William A. Herx, P.L.S. Florida Registerfq Land Surveyor No. 31B2 Darae L. Przemieniecki, P.S.M. Regis! Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Su a or and Mapper No. 6092 Herx B Associates Inc., State of Florida rB 4937 Drown by: AH Checked by: DP Prepared For: MORRISON Job Number: 02- 017-02 Scale : I-- 30' Plot plan performed: 03-08-04 Model Chonye: 06- II-04 Foundation Survey: FinoI Survey: Revisions . TRUSS INDEX SHEET MTO F0X.. Per Rule 61 G1 5-31.003 of the Florida Board of Engineers Customer: MORRISON Building Job Identification: Z1979A UPAddress1VENETIANBAY y Address 2 LOT 25 a.co anyV Jurisdiction: CITY OF SANFORD ORLANDO TRUSS DIVISION DBA General Building Design Information SMYTH LUMBER CO. Florida Building Code - 2001; Chapters 16 and 23 2722 APOPKA BLVD. ANS11TPl 1 APOPKA, 3270a Design Loads 4,-9 -1522 FAx: 401- 99-91.53 Roof: 37 PSF Floor: - Wind: 120 MPH ASCE 7-98 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Seal a .1 5-J u n -64 Trus"s' ndiheer*, William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 24 Plus Standard Details Truss ID: W", R1 ... ....... .. b R3 R4 R5 R6 R7II r", R8 5, 89" R9 R10 . . ...... %, R11 Q0. R12 R13 U, 111k-03iPN*l 4,u- IN, R14P 0 R15 44 IM R16 R17 R18 y M, V 6H1 H2 lia, AdEll g, E2 EVIEW"t ci A111111- j SAMFOAD C2C3 ro Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers U 1 4• El ITF) ikPIEEWPLL - 130' FL. HT. C The Truss Engineer's seal, when applied confirms the placement of the truss framing as It ALL PL4TE HEkaHT`, ck, 'd -f' relates to the truss designs specific for this structure. The truss framing is based upon the review of plans, drawings and specifications provided by the building design professional. I! IVLE `.) (THEF\WE NOTED The building design professional has final approval of the truss framing and/or truss placement plan. The design of the temporary and permanent bracing, the diaphragm system, shear walls and structural elements to resist lateral loads from wind and/or seismic activity is the responsibility of the building design professional. Additional approval by the building William M. Ranieri PE design professional shall include, buf not be limited to, design loading, lengths, profiles, FL Lic. No. 42764 pitches and depths. FJoDa031 1979AF2t979A:ved-1Pf/YBB3 ' IL. l7 4 Mk: F ' LD TFI1:,.SE" e. oa.. r «a eLoc1.. I: C1I FF.AkE WALLS 4 IC PEEF Fe• F+LA 1- Iv rk> Ln reU5=f5 ` W/ FAHEr' FEEL, `i L)f. EAyI: r 0,1 BUCK 1 I,' t UIJ FFAkE WALL` M`( TH Li_JMf' i_'l ). Fr i -)F 'TFU`,' / DIVI' d01,l 2722 -(-) UTH ,4F0PKA. P'LVI>. AFOFK' A, FL 327( P' 9r? ) ; qq — rZ2 ENgineerincI C'ertificGrte Of 40horl-..ltlarl g 1:I213 I , I L=1 TE':) IT 15 THE ei.LPEY'LA EF'Sr'FVE-UT, TO VEFF'i TF.L155 FLAI: ELEI IT FLAN AI r,TFI_h rtE i I rCAM k.iS A6AWTFELP c'A vTkl'rF AYr IN* INTB IT. FEFEEFI;E- SEGTICN IA'ZO A09/111 Hl rN ) AFFF.OVEP- NAtt IFF,NT) ________________ W.l FrI ___________ PATE _______________ 7) TFI— E`.• lt15T FkIT eE !VT LIF ALTEFED N AM WAY W'ITHOLIT Frog 4VTFkf,1ZATk1I D'I '. . TH TH155 G(IkFAN(. TF.T. F:..-E THAT AFT GIIT OF ALTEFEP WITHLA)T AIITHC'HZA TVIA ML rE F,Er AFEPF F. EFLACEP AT GP. TO CFS E)FEHFHE. C-ACY.- iHAFC{: CF AN. I"P WL NOT eE - COIVFfrEP W1TW. A)T nrur F.EVEW' Ai WF.1TTEl, 1 (()[ +EHT By 511, TH TF.LF15 GL1kT'AFI DETAI'I li F, EFEF TO He •I IFECLA.LEH HATIINFS FIT HAHrl-11" f15TA1-1-ATk1J, Arf TEFL,F. AF'IMAr h3- F.EFEF TO EFIA EEEP Or..— IiS F,1 FEFIAAI ENT eCAGf 6 FELA IFEL, LI ALL TFI.—E5 II Y=LIf'IV, TFLK. ,E5 I fEF VAL.LE, FFAk1 h) U-T eE (CkFLETEL/ PECl MC ) F FEFEF TO VALLEY TRI55 PETALS FCC ALTEn• IATE Pf.AW., F&I.F.EI.bIT`, ALL VALLEtiS TO PE COINEI ITk4 IALLi FFAAEP e. i %.Lr EF. 41 IITEF17, L[,AP eEAF1Y3 `HALLS Fl-ooF, 4115T5 I.IA'i eE Ar1,L1^TEP If TO a 1Ii HES FOF 21.f STLIF. FLLI.CI+Y HANGERLEGEND—] ALL Ftx' P T11I'•5 HAWEr..^ TC ft ^LF`tT`I HFZm (F. Li KANT-5A61 TW& LILE55 FkITEP OTFEM..+ E. ALL FLOOF. TFLI`.r HANC.EF.'!^ TO eE `. LF"xIJ TH44Z2 IF IY•r KANT-5A61 MSH4ZZ MLESS NPTEP OTFEFW' F•E. SIMPSO V P(KANT- AG HUS26 OR THD26. IpI - HHUS26. 2 OR THD26-2 CP • HHUS28- 2 OR THD28.2 tu- - HHUS48 OR TH048 It) • HGUS26. 2 OR THDH26-2 CF., - HGUS28- 2 OR THDH28-2 00, - HGUS28- 3 OR THDH28-3 R, - SUUR210 OR SKH21OUR 4,- HGUS48 OR THDH48 THA422 OR MSH422 THAC422 OR MSH4221F M' • HVC410 OR HD4101F Ids- THJA26 OR HJC26, L1`J/yH K1 TOP CHORD 2x4.SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 Y 5X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. A I 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. 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. 3X8 B1 5X6= 5X8= 5X6= 3X8(B1) 1-4-0 1-4-0 20-0-0 ,_ 20-0-0 40-0-0 Over 2 Supports R=1561 U=479 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI R D e s i g n Crit: TPI-1995 STD 6.10 WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING ANDIBRACNG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTTUTE, 5B3 DCNOFRIO DR., SUTE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 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 APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX`. 407.299-9 1 53 CONNECTORS ARE MADE OF 20GA AST A653. GR40 GAL4. STEEL, EXCEPT AS NOTE O. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU ILOING DESIGNER, PER ANSI/TPI 1-1995 SECTION I 10-4-3 0-4-3 9-4-0 T + QTY:12 N, J? A'11H ci a* No.442704 :*e STATE OF ;' 90i :'c AS.' At. E' Dec 08 '03 FL - 1 - R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF Scale =.125" Ft. REF R352-- 59277 DATE 12/08/03 DRW SLTUSR352 03342628 SLT-ENG /WMR SEQN- 37330 DUR.FAC. 1.25 FROM RH SPACING 24.0" 1 JREF- 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Z1979A - R3 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 Y 5X6= 5X6= 120 MPH WIND, 14.06 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. 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. 2.5X4 % 2.5X4 5X6 % 6 r 5 X 6 6 A) (A 9-10-3 0-4-3 t { 9-4-0 3X8(B1) = 5X6= 5X10= 5X6= 3X8(B1) 1-4-0 1-4-0 0- Ic 40-0-0 Over 2 Supports R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:2 FL 1 - R - Scale =.125" 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 PERFORMING THESE583 OFUN COTT ONSOR UNLESSTOTHER411 SEDINDICATED, TOPICHOR DF OSH ALLFETYHAVEPRACTICES PRIOR TO 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 OESI GN; ANY FAILURE TO AND5 STATEOAF; BRACING BUILD HOFTTRUSSES. USSES IN COTHIISNFORMDESIGNANCE ICONFORMSOWITHAAPPLICABLEPROVVISIONSSOFHI PPINNDSG( NATIONALIDESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE SCONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR`:, TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER AS'' , V N0.42704 1R = i NG Q •.OR10 c v •c` v T C T C BC BC TOTT L L D L DL LL L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 59278 S MYTH LUMBER CO. ROOFTRu55 DIVISION 27APOPPKA.FLSOUTH P32703V[r 407- 299-1522 FAX: 407-299-91 53 DATE 1 2/ O B/ 0 3 DRW SLTUSR352 03342629 SLT- ENG WMR S E Q N 37252 DUR FAC . 1 25 FRO'1 RH PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9216 DRAWINGS I60 A- Z.JHE SEAL ON aIHIS 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. lV^ Dec 08 '03 SPACING 24.0" JREF- 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI.SUBMTTTFD BY TRIISS MFR. Z19/9A - K4 120 MPH WIND,"13.56 FT MEAN HGT, ASCE 7-98, CLOSED BL:DG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE,, -CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 23-0-.0. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2. 5X4 5X6= 5 X 6 0 3 0 3 9- 4- 0 Y 5X6= 5X8= 2.5X4= 5X6= 3X8(B1) = 3X8 B1 1-4-0 1-4-0 17-0-0 I 6-0-0 l 17-0-0 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8'' PLT TYP. Wave TPI R Design Crit: TPI-1995 STD) /FLBC 6.10 a QTY:2 FL - 1 R Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANDR, BRACING. REFER TO HIB-91 (HANDLING INSTALL ING AND BRACING), PUBLISHED -BY TPI (TRUSS PLATE t^ T C. L L 2 0..0 P S F R E F R 3 5 2-- 59279 INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 7V;' [F Q '••.• / 9%.•i1A3 T C D L 7.0 P S F DATE 1 2 / 0 8 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - Gj(.'-. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED aNo.42704 '. ROOFTRUSS DIVISION PRODUCTS, INC. 5HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO a i •• BC DL 10; 0 PSF DRW SLTUSR352 03342630 2722 SOUTH APO PH;A BLVD: APOPKA, FL 32703 - BUILD. THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CO Nf OR MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 771 STATE OF ' t QI BC LL 0.0 PSF SLT-ENG WMR SPECIFCONNECTORSION BY AND AND TAPPLYALPINE O • 407-2997 522 FAX: ao7-zgs-9lss-,•..OR V••• 20GATHEASTMMA653AGR40RESTGALV. STEEL EXCEPT ASON) AREPMADESOFDNOTED. CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s. r A •• p•••••• 1 TOT,. LD. 37.0 PSF SEQN- 36975 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. - THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING - H'Qlyp'LEP D U R F A C 1.25 FROM R H - CERTIFICATE OF AUTHORIZATION #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 Dec 0803 SPACING 24.0" JREF 1S8J352 Z12 ANSI/TPI 1-1995 SECTION 2. r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR L19/9A - K5) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSFSOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 20-0-0. 0- 4-3 5X6= 2X4111 5X6= 3X8( B1) = ZX41II 5 X 6 5X6= 120 MPH WIND, 13.06 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH W1TH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. WC1H 3X8( B1) 1- 4-0 1-4-0 I, 15— 0-0 ,I, 10-0-0 _1_ _ 15-0-0 _I R= 1561 U=485 W=8" 0- 0-0 Over 2 Support R= 1561 U-485 W=8" PLT TYP.'Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 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'ON0 R10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERIJI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Fi00F TRuss DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 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 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO FAX: 4-299- 1 2 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. 0- 4-3 A- 9-4-0 TY 8 7 CIFI GNo. 42704 a t STATE OF s Dec 08 '03 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" 7- 10-3 1 Scale=. 125"/Ft. REF R352-- 59280 DATE 12/08/03 D R W SLTUSR352 03342631 SLT- ENG WMR SEON- 36986 FROM RH JREF- 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. Lly/yH - tto i al TOP CHORD 2x4 SP #2 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE-, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 20-0-0. 5X6= 2X4111 5X6= 0-4-3 Y 3X8(131) = Lx4III 5X6= SXa= 5X6= LX41II 3X8 B1 1-4-0 1-4-0 I, 13-0-0 _1— 14-0-0 ,I_ 13-0-0 I 40-0-0 Over 2 Supports R=1561 U=488 W=8" R=1561 U=488 W=8" 6-10-3 0-4-3 T 9-4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 a 0TY:1 FL T C T C BC BC T 0 T 1 L L D L DL ILL L D .. 20.0 7 10.0 0. 37. R - P 0 P PSF 0 P 0 P S F S F S F S F Scale R E F 125" Ft. R 3 5 2 - - 59281 f 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. SB3 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SA f 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 RIG]0 CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA-ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERI.I I SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w A L" ,......, Rqyx••••._ 0 * C'J ' : No. 42704 1 STATE OF ;' LL 0 •; O R10P•/ _ n•a. rr V VSONAI.E S MYTH LUMBER CO. f300F TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-9 153 DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342632 S L T - E N G / W M R S EON 37001 OUR. FAC. 1 2-5 FROM RHPROFESSIONALENGINEERING CERTIFICATE OF AUTHOR17ATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SH,WN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. Dec 08 '03 SPACING 24.0" JREF- 1$8J352_Z12 THIS DWG:PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9A - K/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6X6= 0-4-3 Y T 5X6= 3X8(B1) 5X6= 2.5X4= 6X6= 3X8= 5X6= 5X6= 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD AT X = 17-0-9. 5-10-3 0-4-3 9-4-0 3X8(B1) 1-4-0 1-4-0 1— 11-0-0 _ — 18-0-0 _I_ 11-0-0 ,I jEE 40-0-0 Over 2 Supports R=1561 U=489 W=8" R=1561 U=489 W=8" o 0TY:1 AtIFIC'•'/ 4*1 3`;, q''• i No.42704 3*'F 7ks* STATE OF ;' F.OROP''`` c. Dec 08 '03 FL - 1 - R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF Scale =.125" Ft. REF R352-- 59282 DATE 12/08/03 DRW SLTUSR352 03342633 SLT-ENG /WMR SEQN- 37023 OUR . FAC . 1.25 FROM RH SPACING 24.0" JREF- 1S8J352 Z12 I, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Z19/9A - Kb TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD AT X = 16-4-9. 0-4-3 1 T 5X8= 5X6= 2.5X4= 5X8= 2 X 4 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 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. T2 T 2X4% 6 r A 6 3X8 (B1) 5 X 6 =— 3X8= 5 X 6 =— 5 X 6 =— 3X8(B1) _ 1 4--0 1 4--0 1— 9-0-0 1 22-0-0 I 9-0-0 I 40-0-0 Over 2 Supports R=1561 U=491 W=8" R=1561 U=492 W=8" 0-4-3 4-1I0-3 9-4-0 Y PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:1 FL 1 R - Scale =.125" 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, MADISON. WI 13719), 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 NDS-(NATIONAL DESIGN- SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 DAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OT HERW SE 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. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. RA _ P •,..,..,• "Y/j F r ' / D 4 4%`t N0. 42704 S STATE OF ;• 9 O •j Q• • ll.•O R10 .`\ sS ONA`!1 D e C 08 ' 0 3 T C T C BC BC T 0 T L L D L DL LL L D . 20.0 7.0 10.0 37.0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 59283 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-9 1 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9216 DATE 1 2 Q 8 D 3 DRW SLTUSR352 03342634 SLT-ENG WMR S E Q N 37256 D U R . F A C . 1.25 FROM R H SPACING 24.0" - JREF- 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9A - K9) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.08" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD AT X = 32-10-4. 0-4-3 Y 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 5X6= 2X4- 5X6= 3X6= 2X4III 7X6= 2X4III 3X6= 2X4 3X8= 6X8= 3X8= 3X8= 6X8= 3X8(81) 1,4 15-8-0 1-4-0 I, 7-0-0 ,I, 26-0-0 _I_ 7-0-0 _I 40-0-0 Over 3 Support R=598 U=195 W=8" R=4075 U=1152 W=8" R=1494 U=448 W=8" 0-4-3 3-11I0-3 1 9-4-0 Y PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:1 FL 1 - R - Scale =.125" 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, MA DI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO vyV; Rj F••• T C T C L L D L 2 0. 7.0 0 P S F P S F R E F R 3 5 2-- 59284 0 8 0 3 S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTH ER 4II SE INDICATED. TOP LHORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p3 ci DATE 1 2 / / DRW SLTUSR352 03342635 , ROOFTRUSSDIVISION 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 2 NO.42704 :' n 3y: 1 77t 7i BC DL 10.0 PSF S L T- E N G / W M R2722SOUTHAPOPKABLVD. 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 STATE OF 1 BC L L 0.0 P S FAPOPKA. FL 32703 407-299-1522 SPECIFICATION PUBLISHED BY THE AMER ICA N FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A0 •'OR,OP*P FAX: 407-299-91 53 CONNECTORS ARE MADE OF 2UNL SSTM A653 GR40 GALE. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OjHERW[SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER sSjnNAL'\ T 0 T L D . 37.0 P S F S E 0 N 37334 D U R F A C 1 2 5 F R Otl R HDRAWINGS160A-Z. tHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #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. Dec 08 '03 SPACING SEE ABOVEJ JREF- 1S8J352_Z12 Z19/9A - K1U THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 18-8-8. 0-4-3 3X8 (B1) 1-4-0 5X6% 5X6= 120 MPH WIND, 13.81 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. 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. ZX4III 5X6= 2.5X4= 5X6= 3X8(81) 3X8= 5-0-0 —1.4-0-0_13-1-11_ 18-0- 40-0-0 Over 2 Supports R=1561 U=481 W=8" 1-4-0 R=1561 U=480 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 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 DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRU55 DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVO. 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 407-299-1 5222i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 4- 299-1 53 CONNECTORS ARE MADE OF 20GA 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 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGI PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #921a COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. - 9- 4-3 0- 4-3 T+ 9 4 0 QTY: 1 FL 1 - R - Scale =.125" Ft. P iA./Q,, TC ILL 20.0 PSF REF R352-- 59285 a v.':RSIFI.Y e TC DL 7.0 PSF DATE 12/08/03 No. 42704 's BC DL 10.0 PSF DRW SLTUSR352 03342636 STATE OF BC LL 0.0 PSF SLT-ENG /WMR Die;••.< OR VP• TOT.LD. 37.0 PSF SEQN- 37355 s` rDiVA1.6 OUR . FAC . 1.25 FROM RH Dec 08 '0 SPACING 24.0" JREF- 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. I L19/9A - K11 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD AT X = 16-8-8. 0-4-3 Y T 5 X 6 -- 5X6= 3X8(B1) - zx4111 5X6= z.5X4= 5H8- AZ:m 120 MPH WIND, 13.81 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. 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. 3X8(B1) 1-4-0 1-4-0 13-0-0 1 4-0-0 5-0-0 I 18-0-0 I E 40-0-0 Over 2Support R=1561 U=481 W=8" R=1561 U=480 W=8" 9-4-3 0-4-3 9-4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 ate' 0TY:l FL - 1 - R - Scale =.125" 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'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ytL'••', V rW. . 10- NO.42704 g* f 1 T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 59286 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342637 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 NDS (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 i STATE OF ;• Q •.•%4 ORI01 ss ONA1.E' BC TOT LL L D . 0.0 37.0 PSF P S F SLT-ENG WMR S EON 37261 D U R F A C . 1.25 F ROM R HPROFESSIONAL.. ENGINEERING CERTIFICATE OF AUTHORIZATON #92IS 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. Dec 08 '03 SPACING 24.0" JREF- 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS). SUBMITTED BY TRUSS MFR. - Z19/9A K12 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP'#2 WEBS 2x4 SP #3.' - ROOF OVERHANG SUPPORTS 2.00 PSF.SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 0-4-3 T 3X8(B1) 1-4-0 I TT_n_ 120 MPH WIND, 13.81 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. 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 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD AT X = 19-5-12. 7X6 (R) 6X12-- bA-1SAD= 2X4III 9YA III 3X8 (B1) 2X4III 1- 4-0 4- 0-0 ;I_ 7-0-0 _I_ 18-0-0 19- 4-0 20-8-0 1 40- 0-0 Over 2 Supports R= 1561 U=480 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TOOHIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR 10 DR., SUITE 200, MADISON, lli 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI DN S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION -IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 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 APOPKA, FL 32703' BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NHS (NATIONAL DESIGN 407- 299-1 522 SPECFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V.STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALENGINEERING RESP0 NSI 8ILITY SOLELY FOR THE -TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR _BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 9-4- 3 0-4- 3 4-0 T CITY : 1 FL - 1 R Scale Q•,.....:., ay1: V0 ' 4r F'p` 6`:i N0.42704 ' s 9BC STATE O 9p RIOP v S ONAI.E 1 Dec 08 ' 03 TC LL TC DIL DL BC ILL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R352--. 59287 DATE 12/ 08/03 DRW SLTUSR352 03342638 SLT-ENG WMR SEQN- 37374 DUR . FAC . 1.25 FROM RH SPACING 24. 0" JREF- 1S8J352 Z12 LIVIVA - K1.3 THIS G PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MIN. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 0-4-3 1 T 3X8(B1) 1-4-0 y 2X4 III 2 X 4 III 120 MPH WIND, 13.81 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. 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 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD AT X = 19-5-12. 7X6 (R) III 9-0-0 4-0-0 9-0`-0 18-0-0 12-0-0 7-4-0 20-8-0 j 40-0-0 Over 2 Supports R=1561 U=480 W=8" 3X8 (B1) 1-4-0 y R=1561 U=479 W=8" 9-4-3 0-4-3 4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 u • QTY: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 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, NADISON, WI 13119), 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 NDS (NATIONAL DESIGN SPECEIFICAT ION PUBLISHED BY THE AMER51CAN 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 DRAWINGS 160 A-Z. ?HE 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. w •••• •'. •• PS I F I • / sG4 % i No.42704 » STATE OF ;•Q1O •.P;e C n O R,•' y... YY { DecC 08. ' 0 3 T C T C BC BC TOT L L D L DL ILL L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 59288 S MYTH L u M BER CO. ROOFTRUSS DIVISION 2722 SOUTH APOPKA BLVo. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342639 SLT-ENG WMR S E Q N 37363 D U R . F A C . 1.25 F R OM R H SPACING 24.0" JREF 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LIV/yA - K14 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 2411 OC. . 0-4-3 V T 120 MPH WIND, 13.81 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. 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 0.33" DUE TO LIVE LOAD AND 0.27" DUE TO DEAD LOAD AT X = 12-0-0. 7X6 (R) III VAIL= bA1Z= JAV 3X8 (B I) = 2X4III 2X4III 3X8(B1) 1-4-0 1-4-0 cam y rE 7-0-0 _1_ 4-0-0 _1_ 11-0-0 _1_ 18-0-0 I r 19-4-0 Tc 20-8-0 40-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U-479 W=8" 9-4-3 0-4-3 L - 4-0 T PLT TYP. Wave TPI R Design Crit: TPI-1995 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, 583 O'ONOFRIO DR., SUITE 200, HADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED e _ V,•('F C. •• /: si r•`i T C ILL T C D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 59289 DATE 1 2 0 8 0 3 S MYTH LUMBER CO. ST0.UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03342640ROOFTRUSSDIVISIONIMPORTANT** 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 N0.4Z7O4y :*e 7C 7 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE IJITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE 1 p o . STATE OF • B C L L 0.0 P S F S L T - E N G / W M RAPOPKA, FL 32703 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 •.•'OR1CP 4 S EON 37367 407-299-1522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . LID. 37.0 P S FFAX; 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN.. POSITION CONNECTORS PER D U R F A C. 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHOR17ATION #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. A`E Dec 08 '03 SPACING 24.0" JREF- 1S8J352_Z12 L-_— - - -- -- . - -. ---I - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS M.R. Z19/9A - K15) TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: ***LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** BOT CHORD 2x4 SP #1 Dense :B1 2x4 SP #2: :B2 2x6 SP SS: WEBS 2x4 SP #3 :W4, W5, W7 2x4 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED W6, W8 2x4 SP #2: ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.46 to 54 PLF at 5.00 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED TC From 84 PLF at 5.00 to 84 PLF at 11.42 ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING TC From 54 PLF at 11.42 to 54 PLF at 41.46 DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.00 CALCULATED VERTICAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND 0.46" DUE BC From 34 PLF at 5.00 to 34 PLF at 11.71 TO DEAD LOAD AT X = 12-0-0. BC From 20 PLF at 11.71 to 20 PLF at 40.00 BC From 0 PLF at 40.00 to 0 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.46 BC 191 LB Conc. Load at 5.00 6X8 0-4-3 I T 2X4111 yV .yyvyv lu><14- 3X10= 4X8 (B3) = 2X4 III 2 X 4 111 3X8 (B1) 1-4-0 1-4-0 fE 5-0-0 _I_ 6-5-0 _1_ 10-7-0 _I, 18-0-0 31 19-4-0 7 20-8-0 R=1957 U=581 W=8" 0-0-0 Over 2 Supports R=1642 U=552 W=8" 9-4-3 0-4-3 4-0 PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 ww uv QTY:1 FL TC T C 1 ILL D L 20.0 7.0 R P S F P S F Scale R E F R 3 1875" Ft. 5 2-- 59290 WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR:, SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED A •• RA _ t IF••. c 4 DATE 1 2 / 0 8 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V la DRW SLTUSR352 03342641ROOFTRUSSDIVISIONIMPORTANT-* TANT** 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 NO.42704 ;' o BC DL 10.0 PSF SLT-ENG WMR27APOPPKA,FL DESIGNWITHCONFORMSOWITHFABRICATING, TRUSSES. CONFORMANCE APPLICABLE PROVVISIONSSHIPPING, OFTRUSSES BRACINGTHEDESIGN9t• SSTATE OF ; - BC LL 0.0 PSF 32703BLVD. NATIONALINSTALLING SEQ N 37155 407-299-1522FAx: 407-299 9 1 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER AS AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Q •,OR1OP:•v nn••. .c TOT . L D . 3 7 . 0 PSF EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ON `fH15 DRAWING INDICATES ACCEPTANCE PROFESSIONAL VS,Os t V ry 44 PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. SHE SEAL OF ENGINEERING D U R F A C . 1 .2 5 FROM R H CERTIFICATE OF AUTHORIZATION 4921a 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. D e c 08 ' 0 3 SPACING SEE ABOVE JREF- 1S8J352_Z12 119/9A - Klb THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. • { TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 0-4-3 v T 2. 5X4= 9 I VAi 120 MPH WIND, 13.81 FT MEAN HGT, ASCE 7-98,. PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4III -"- 2.5X4(A1) 1-4-070-0 1-4-0 6-8-8 may' Lc 10-8-0 _— 18-0-0 I 7-5-0 T 21-3-0 fE 28-8-0 Over 3 Supports R=377 U=355 W=3.5" R=1047 U=425 W=7" R=859 U=539 W=8" 9-4-3 13-0-0 0-4-3 T 9-4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 via. 0TY: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'ONOFR IO DR., SUITE 200. NADiSON, WI 53719), FOR SAFETY PRACTICES PRIOR TO:''`F C PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M - RA _ P ,,,..:,, "Y/ N 3 (. ).'. V T(,, T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 59291 S MYTH LUMBER CO. DATE 1 2 / 0 8 / 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** N0.42704 DRW SLTUSR352 03342642ROOFTRUSSDIVISIONFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO a 1 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 1 7{ 7[ S L T - E N G / W M RBRACINGWITHAPPLICABLEA % STATE OF BC L L- 0.0 P S FAPOPKA, FL 32703 OF TRUSSES. THIS DESIGN CONFORMS PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) 9O S E 0 N- 37170 407-299-1 522 AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Q.. (I O RI V T 0 T. L D. 37.0 P S FFAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS. PER S IVA.EN D U R. F A C. 1 2 5 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #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. Dec08 ' 0 3 SPACING 24.0" JREF- 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Lly/JA - K1/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS, 7 GVAi 0-4-3 T 5X4= 120 MPH WIND, 13.81 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 2.5X4(Al) 9-4-3 13-0-0 0-4-3 T9-4-0 1-4-0-0-0E 6-8-8 1-4-0 E 10-8-0 18-0-0 7-5-0 T 21-3-0 1 28-8-0 Over 3 Supports R=401 U=371 W=3.5" R=1016 U=416 W=7" R=867 U=543 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD SON, HI 63719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERV115E INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED, A •'••••••• yTC` Q S F C •'• qr•:F T C L L TC DL 20.0 P S F 7.0 PSF R E F R 3 5 2-- 59292 DATE 12/08/03SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p N0.42%04 ROOFTRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO y y 1 77CC it BC DL 10.0 PSF DRW SLTUSR352 03342651 2722 SOUTH APOPKA BLVO. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE 141TH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF AIDS (NATIONAL DESIGN 7 Q STATE OF lf BC LL 0.0 PSF SLT-ENG WMR 407-299-1522 SPECIFICATION -PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 9 •, 40R1oi... FAX: 407-299-91 53 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 C^ `• cc u' QHA v TOT . L D . 37.0 P S F S E 0 N 37192 ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON 'PHIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING i D U R F A C 1 5 • FROM R HPROFESSIONALRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 2 CERTIFICATE OF AUTHORQATION 49218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SECTION Oec 08 '03 SPACING 24.0" JREF- 1S8J352_Z12ANSI/TPI 1-1995 2. 11VIYA - K121 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 #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 0.00 TC From 81 PLF at 0.00 to 81 PLF at 21.33 TC From 54 PLF at 21.33 to 54 PLF at 22.80 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 21.33 BC From 4 PLF at 21.33.to 4 PLF at 22.80 0-4-3 7_ LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 11.98 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. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= 5X4 5 X 4 6f 6 5-8-3 0-4-3 2X4(A1) = 5X4= 2X4(A1) _ L1-4-O_j 21-4-0 Over Continuous Support R=109 PLF U=40 PLF W=21-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP.- Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 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 O'ONOFRIO DR., SUITE 200. MAOISON, 1{I 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRU55 DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD.THE TRUSSES IN CONFORMANCE WITH I1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS 14ITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407- 299-1 522 SPECIFICATION -PUBLISH ED BY THE AMER51CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-9 1 53 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 PROFESSIONAL ENGINEERINGDRAWINGS 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 CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. L1-4-?_ j w QTY: l FL - 1 R - Scale=.3125" Ft. a4"ssSIF1r': F' i No. 42704 - STA E OF ;• Dec 08 ' 03 TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R352-- 59293 DATE 12/ 08/03 DRW SLTUSR352 03342643 SLT-ENG / WMR SEQN- 37206 DUR.FAC. 1.25 FROM RH SPACING SEE ABOVE JREF- 1S8J352 Z12 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR LIV/')A - H1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 9-10-1 Over 3 Supports R=407 U=322 W=11.314" 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X = 9-7-5. 12-10-3 R=1 U=183 3-9-14 9-4-0 R=3 U=198 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19. 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 O'ONOFRIO DR.. SUITE 200, MAGI SON. WI 53111), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER51CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 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 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. ;GHE SEAL ON `THIS DR A411 NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3 mun_ O T Y: 2 y CIF1II' y.1icaFes, I No. 42704 1 o t STATE OF 9 ' OR10P't1V ss oHai.G Dec 08 '03 FL_/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 . SPACING SEE ABOVE 3-9-14 Scale=.375"/Ft. REF R352-- 59294 DATE 12/08/03 D R W SLTUSR352 03342644 SLT-ENG /WMR SEQN- 19514 FROM RH JREF- iS8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Lly7yA NZ TOP CHORD 2x4 SP #2 120 MPH WIND, 20.06 FT MEAN.HGT, ASCE 7-98, CLOSED BLDG, LOCATED 9 BOT .CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXR B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF, y E HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WE-BS. I 6 21-4-1• 4,24 1— R=lU=180T T 2-9-14 2-9-14 0-4-3 R=7bYU1880 14 2X4 (Al) I-10-10 7-0-2 Over 3 Supports R=261 U=180 W=10.567" PLT TYP. Wave TPI R D e s i g n Crit: TPI-1995 STD FLBC 6.10 p OTY:1 FL - 1 - R Scale WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M A _ -i'C L L 20.0 PSF R E F R 3 5 2 - - 59295BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI -(TRUSS PLATE P •••..;, •.qVY. INSTITUTE, 583 D'ONOfRI R. SURE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO :'F(±±•'••• / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED e1.. , "•`. 1;:- TC DL- 7.0 PSF DATE 12/08/03SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V tn; +E IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED - 6iNo.42704 = RooFTRussDrvistoN * :* BC DL 10.0 PSF DRW SLTUSR352 03342645PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN.; .ANY FAILURE TO - a 2722 SOUTH APOPKABLVD. 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 'd % STATE OF _ t, 4 BC LL 0.0 PSF SLT-ENG /WMR 407-299-1522 CONNECTORSAT AREPMADEUSLISOFD 20GATASTMHE MA 653AGR40RESTGALV' STEEPER ASSOCEXCEPT AS NOTED. TA P PL YA CONNECTORS TO 90 OR1CLPINEQolTOT, LD. 37.0 PSF SEON 36903FAX:. 407-299-91 53, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C ~ PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIDNAL ENGINEERING ss ONALE OUR . FAC . 1.2525 FROM RHRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. -- 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 I-1995 SECTION 2. .. Dec 08 '03 SPACING SEE ABOVE JREF- 1S8J352_Z12 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR Lly/yH - tl '- TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 L,I-4-Oy 7-0-0 Over 3 Supports R-363 U-251 W=8" 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 12-10-4 R=1U=180 3-10-3 9-4-0 3YR=7U=180 3-10-3 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 n QTY:14 FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED e • •••• PS FI'•. r•. T C T C L L D L 20.0 7. 0 P SF P S F R E F R 3 5 2-- 59296 DATE 1 2/ 0 8/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. pg7 2 N0.42704 DRW SLTUSR352 03342646 ROOF TRUSSDIVISIONIMPORTANT** 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 iCC R BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Q : STATE OF :•. BC LL 0.0 PSF SLT-ENG WMR APOPKA, FL32703BRACINGOFOFNOS (NATIONAL DESIGN SPEC IFICATiON PUBLISHED BY THE AMERILAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE Q •• P •• / S E Q N - 36907 407-299- 1 522 CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALV, STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO O R`O••••rr c` T0 T L D 3 7 P S F FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION, CONNECTORS PER-••...... V\ 0 OUR. FAC. 1.25 FROM RH ENGINEERING DRA14INGS160 A-Z. JHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NT COMPONEFOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. Dec 08 '03 SPACING 24.0" JREF- 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9A - LZ2. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 L,1-4-0,J 5-0-0 Over 3 Supports R=295 U=181 W=8" 11-10 4 R=1 U=180 2-10-3 9-4-0 R=48YU=180 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 u% 0TY:4 FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND w A BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE ``{` ,...,.., T C L L 20.0 P S F R E F R 3 5 2-- 59297 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, HI 53119). FOR SAFETY PRACTICES PRIOR TO -:•Z IF1 • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ga G r '-t`13 it T C D L 7.0 P S F DATE 1 2 / 0 8 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH EO RI TO CEILING. F7 N0. 42704 ' IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 3 % ROOF TRUSS DIVISION '* * * BC DL 10.0 PSF DRW SLTUSR352 03342647 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 777 , a+, STATE OF APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN % BC L L 0.0 P S F S L T - E N G - / W M R 407- 299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - - Q'•,O R,OP; v FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Ap•..L p T 0 T . L D . 37.0 P S F S E Q N - 3690 9 EACH DRAWINGSEOF 160ARZSS. AND HHEUNLESS ONTTHISISE DRAMINGLOCATEDINDOICATESTHIS ADESIGN. CCEPTANCEPOSITIONPROFESS[ ONALCONNECTORS ENGIENGINEERINGw 0NA1,1wPROFESSIONAL ENGINEERING RESPONSIBILITY SOLELYFORTHE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1.25 FROM R H CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec OS '03 SPACING 24.0" JREF- 1S8J352_Z12 Z19/9A - C1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS I ` TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 11-10-4 6 F— R=1 U=180T T 2-10-3 2-10-3 0-4-3 9-4-0 R=4 0=180 2X4(A1) Lzz1-4-01J 5-0-0 Over 3 Supports? R=295 U=219 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FL,BC 6.10 o 0TY: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 I MST ITUTE, 583 D'0NOFR10 DR., SUITE 200, MADISOIN N1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERI[SE 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 NDS (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 DRAWINGS I'D A-Z. ZHE SEAL ON`THIS BRAWING 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. wt`•.•••••• & PSIFIC // i- '; 1 Cj r No. 4270'4 a STATE OF ;•Q" pO '•0R10P: V rr VSONAI.El1 Dec 08 '03 T C T C BC BC T 0 T L L D L DL LL L D . 20.0 7.0 10.0 0. 37.0 P P PSF D PSF P S F S F S F R E F R 3 5 2-- 59298 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA ElLVD. APOPKA. FL 32703 407-299-1522 FAX: 407-299-9 153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DATE 1 2/ 0 8/ 0 3 DRW SL TUSR352 03342648 SLT-ENG WMR S E Q N - 36911 D U R . F A C . 1.25 • JREF- ROM R H SPACING 24.0" 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER`INPUT (LOADS & DIMENSIONS) SUBMITTED BY:TRUSS MFR. ' Ll9/9A - l,L TOP CHORD 2x4 SP #3 120 MPH WIND,.10.06 FL MEAN HGT, ASCE 7-98, PART. ENC.'BLDG; LOCATED BOT CHORD 2x4 SP #3 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. 6 1080 4 R=4 U=180 0-4-3 1-10-3 1-10-3 180R=2 U=9180 2X4(A1) L1-4-0,J 3-0-0 Over 3 Supports R=234 U=198 W=8" PLT TYP. Waye TPI R. Design Crit: TPI-1995 STD FLBC 6.10 0TY:6 FL - 1 - R Scale WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER,TO HIB-91 - (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE91 P. ••• qy TG LL 20.0 PSF REF R352-- 59299 INSTITUTE, 583 D'ONIS DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED a4 ••••ASIFIC;q •, s TC DL 7.0 PSF DATE 12/08/03 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION : IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOPRODUCTS, INC. SHALL NOT BE RESPAMC G`4 I* t No.4,Z704 p a BC DL. 1.0.0 PSF DRW. SLTUSR352 03342649 272POPKA. AP3270LVD. APOPKA, FL 322 EONSIBLE THOISMDESIGNICONFORMSOWITHAAPPLICABLEPROVVISIONSSHIPPING BRACIINGHOFTTRUSSES. CON NATIONALIN ING ANDDESIGN - OS STATE OF • 9O BC LL 0.0 PSF SLT-ENG WMR 407- 299I522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION). AND .TPI. ALPINECONN POFjO.•` FAX: 407-299-9153 EACHEFACCESOFRTRUSS, AND OF UNLESSGA TOTHERWISEQLLOCATED ONSTEEL,TO THIS, DESIGN, POT ASSITIIONCONNECTORSTED. APPLYCONNECTORSPERA VSALEN` TOT. LD. 37.0 PSF SEQN- 37219 PROFESSIONAL ENGINEERING DRAWINGS 160- A-Z. THE SEAL ON THIS DRAWING INDICATES -ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR FAC1, . 1 25 FROM RH . CERTIFICATE OFAUTHORIZATION # 9216 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 Dec 08 '03 SPACING 24.0" JREF- 1S8J352_Z12 ANSI/TPI 1-1995 SECTION 2. Z1979A - C3 I TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 i 9 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 9 10 4ER4) 8W U318 R=- 8TU=180+ 9 - 4 - 0 2X4 (A1) 1-r::1-4-0y 1-0-0 OverSupports R=247 U=280 W=8" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED, BY TRUSS MFR. 120 MPH WIND, 9.56 FT MEAN HGT, ASCE,7-98, PART. ENC. BLDG,.LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 0-10-3 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 u 0TY:6 FL 1 R - C Scale=.37511 Ft. WARNING** TRUSSES REOU[R( EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TO PERFORMING THESE583 DFUNCOTTONSORUNLESSTOTHERIJISEDINOICATED, TOP 37 ICHORDFSHALLFHAVEPPROPERLY 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 BUILDH TRUSSES COMANCE I OASP INSTALLING AND BRACIINGOFTRUSSES. THISDESIGNCONFORMSWITHAPPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER15CAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHER411SE 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 COMPONENTANY SECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER l" ,..•• •.•. A G T'F'C" F N0. 42704 , 4 _ dS STATE OsF O ••'C OOP: VR` ss/DNA1.E' D e c 08 ' 0 3 T C T C BC BC T 0 T L L D L DL LL L D . 20.0 7.0 10. 0 0.0 37.0 PSF F P S F PSF PSF P SF R E F R 3 5 2-- 59300 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722SOUTHP BLVD. APOP1cA, FL32703 407- 299-1522 FAX: 407-299- 91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DATE. 1 2/ 0 8/ 0 3 DRW SLTUSR352 03342650 SLT-ENG WMR S E Q N 37221 D U R . F A C . 1.25 • FROM R H SPACING - 24 0" J REF 1 S 8 J 3 5 2 Z 1 2 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 I) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" I 5" S P F 3 3' 4" 4' 11 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' O" 10' 0" 13' 1" 13' 1" I F-1 T F STUD 3' 4" 4' 10" 4'-10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W 1 STANDARD 3' 3' 4' 2' 4' 2' 5' 6' S' 6" 7' S" 7' S" B' 7" 8' 7" 11' 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7" ' 6 8' 4" e' 11" 10' 11" 11' 10" 13' 1" 14' 0 " P 2 3' 8" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13, 1" 14' 0" 3 3' 6" 15, 0" 5' 0" 6' 7" 6' 7" 8' 4" 89" 10' 3" 10' 3" 13' 1" 13' 9" di C\2 DFL STUD 3' 6" 4' 11 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' e" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" h- I 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14 0" i— S P F 3 3' 10" 6' O" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" LT F 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 1 1 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 1 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" I># 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" SP 2 4 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 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' II" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" U S P F 3 4' 2" 6' 11" 6' 11" 8' 9" e' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" LJ uF STUD 4' Z" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 0 11 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 1 4' B" 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" C\ 2 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13'-1.0" 14' 0" 14' 0" 14' 0" DFL STUD 4' 5" 7' 0" 7' 0" 8' B" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" B' 0" 8' 0" 10' 6" 10' 9" 12' S" I 12' S" 14' 0" 14' 0" SYMMI ABOUT, CABLE TRUSS DIAGONAL BRACE OPTION: T VERTICAL LENGTH MAY BE 18" # DOUBLED WHEN DIAGONAL L BRACEISUSED. CONNECT L,. DIAGONAL BRACE FOR 870,y 1BRACE AT EACH END. MAX WEB k TOTAL LENGTH IS 1 2X4 SP OR DF-L #2, OR BETTER DIAGONAL T_ VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" IN TABLE ABOVE. DOUBLE CUT AS SHOWN) -AT UPPER END. 2X4-# 2N OR BETTER CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MIDPOINT OF VERTICAL WEB. - - WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91(HAN LING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE . INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE S ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407.299-9I 53 ASTM A653 CR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR - 1- AR 2STANDD2 1 STUD 3 STUD I # 3 ISTANDARDI DOUGLAS FIR -LARCH- SOUTHERN PINE 3 3 STUD STUD:::::j STANDARDSTANDARDGROUP B: HEM - FIR i k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 1 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 SUPPORTSLOADFROM 4' 0" OUTLOORERS WITH 2' 0" OVERHANG; OR 12" PLYWOOD OVERHANG. ATTACH EACH " L" BRACE WITH IOd NAILS. FOR (1) " L BRACE:. SPACE NABS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES.' FOR (2) " L" BRACES: SPACE NAILS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF BOX OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. u LF vy THIS DRAWING REPLACES DRAWING A10030E REF ASCE7- 98-GAB12030 No. 42704 * r DATE 09/10/01 DRWG A12030ECO901 p' STATE OF Q -ENG z(; c4 0 R.IQp;• x TOT. LD. 60 PSF s' •........ MAX.. SPACING 24.0" SYM. ABOUT GABLE DETAIL FOR LET -IN VERTICALS VERTICAL LENGTH TYP. RIGID SHEATHING GABLE VERTICAL PLATE SIZES VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP* O REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 2X8 J PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: lOd 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, A10015EN0899, A09015EN0699, A08015EN0699, A07015EN0699 A11030EN0899, A10030EN0699, A09030EN0699, A08030EN0899, A07030EN0899 ASCE 7-96 GABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0901; A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, 510015EN0699, 509015EN0699, 508015EN0699, 507075EN0699 511030EN0898, S10030EN0699, S09030EN0699, S08030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X8 "T" REINFORCING MENDER 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 CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. B LENGTH INCREASE W/ "T" B WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 10 7, 2x6 40 7. 50 7 110 MPH 30 FT 2x4 10 7. 10 7. 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 300 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 30 7. 10 7. 2x6 30 7. 50.'7. 60 MPH 15 FT 2x4 10 7. 2x6 10 7. 30 7. 60 MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP p3 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 fi' 7" = 7' 3" DRAWINGS GAB98117 876,719 & HC26294035 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,•,.•••••••• INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDIFIC^ f/ REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRI DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, a V %.! ^I ` • 1,•V •, G DATE 10/24/O1 SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. J DRWG GBLLETIN1001PROOFRU55DIVISION wwIMPORTANT.- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRO DUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION NO 42704 y, 7 ? z722 SOUTH APOPKA BLVD. FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS A ENG DLJ/KAR APOPKA, FL 32703 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7A 407-2991522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STM A653 GRaD GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE O F TO LD. 60 PSFFAx: 407-299 9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A R. FAG. ANYPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE F P`••• AX SPACING .24.0" CERTIFICATE OF AUTHORIZATION W9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE WILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION2.//n_FOn•'••'"•"•!\+-- i 7jF I VALLEY TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD,2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER. AS REQ'D C 4-0-0 MAXI 12 12 MAX. W2X4 W2X4 W2X4 8-0-0 MAX --I 12 4X12MAX. W1X3 6-0-0 W1X3 MAX SPACING) W2X4W1X3W1X3 16-0-0 MAX W1X3 4 TRUSS DETAIL 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 T 121R 10( COMMON 7 RUSSES PARTIAL FRAMING 20-0-0 MAX (++)— — I AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. 1t\{{{{usluluur i,/ Q•` Q/j/ i// 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), PUBLISHED G TC LL 30 30 40 PSF REF VALLEY DETAIL i BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS. OTHERWISE IN ICATED, r DL 20 15 7 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERL Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAD` SMYTH LUMBER CO. HAVE A CAECOPY IOFCTHISNDESIGN NO. 42704 . * C IMPORTANOT— FURNISHPERLY T THE INSTALLATION CONTRACTOR. ALPI ROOF TRUSS DIVISION ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/(CAR2722SOUTHAPOPKAElLVO. DESIGN( ANY FAILURE ,J BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, c HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' STATE C j,L O 0 0 PSF 55 APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION)' AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA4 ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF O OF Q Al OT. LD. 60 57 PSF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS l60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O " j/ L O R ' O DUR.FAC.1.25/1.33 1.15 1.15ENGINEERINGSOLELY SUITABILRESPONSIITYSE OFTHISNY THE THE RTICULAPIi`/,_(Q( 1/O••.••-•.\\ SPACING 24" ANDODUNSIBILITYCERTIFIOCATEorNALAUTHORGZATON)NG 49210 MON NE FOR PER995UILDI ONS2 Irrrrrlrlllllll{{{{{{`- CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" OC NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR 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. 2) lQd BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD D) C) ( B 3) 16d BOX NAILS mil 3) 16d BOX NAILS L-(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING;; TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 1 BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR 1 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL i SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT;. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE DF AIITHDRIIATiON i1921 THIS COMPONENT FOR ANY BUILDING THERESPONSUITABISIITYBILITYDOFSTHEBUILDINGDESDESIGNER, PER ANSI/TPI 1`1995 SECTION12. 3) 16d BOX NAILS, TOE --NAILED RATED SHEATHING PARTIAL FRAMING PLAN l.Umiv1U1V 11\ V JJliJ 111 ( -t Ul, 2) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES -- AT 24" OC MAX SPACING y>• . G ' Tic•. BC Ar : No. 4.2704 ••;Bt Ir TO' STATE OF Oi:'•:c[ n D I _-AN SON Al 3) 16d BOX NAILS. TOE -NAILED C) GIRDER THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7 PSF DATE 06/25/99 j)L 10 10 10 PSF DRWG VALCONVF0699 1 0 0. 0 PSF ENG MLH/KAR LD. 60 155 157 PSF 1.25/1.33 1.15I1.15 IG SEE ABOVE TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 y3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES.' SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE 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 PIATFC AC IOMr- AC AnTP FArPC APP cPArFn A' nr AAAV SIZE OF 2X12 OR BETTER Em E E E C ta. Az C C ZIL 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 lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2X4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375' NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 0.0 ° ° ° ° ° 00 ° °° ° 2" B 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE.WING REPLACES DRAWINGS 634,016 634,017 & 847,045 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. -REFER TO HIR-91 (HANDLING INSTALLING AND BRACING). PUBLISHED P I{I y MAX LOADING REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) .FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL y ,.•••• IF/c . i 55 PSF AT DATE 06/25/99 _ TSMYH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. 1.33 DUR. FAC. ROOF TRUSS IMPORTANT.- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION DRWG PIGBACKBO699 i j jG DI,J/KAIi DIVISION 2722 SOUTH APOPKA FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, S R ,' NO. 42704 y, R 50 PSF ATBLVD. APOPIu,FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH - APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 9 .2 5 DUR. FAC. 407.299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS FACE OF FAX: 407-299-9153 TO EACH TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF 47 PSF AT PROFESSIONAL DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i ••. 1.1 5 D UR. FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ILITY AND USE OF THIS COMPONENT FOR ANY PARTICUSUITABPARTICULARBUILDING IS THE P CERTIFICATE OF AUTHORIZATION g921B RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. f..` • .. _i<- ACING 24.0' szoN Al E BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 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 RE UIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR —LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM —FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE —.PINE —FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791# 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON —DENSE 2520# 1343 1.5" X 3.5 9 8 7 7 6 4 ++ 4 ++ 9.5" MAX 3X8 TRULOX ** 18 MAX 4 ** 4 3X12 TRULOX 2X8 WEDGE 2) 8D. NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE r WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HAN LING, SHIPPING, INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. THEIMPORTANT-- FURNISH A COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR, ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, APoPKA, FL 32703 _ HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTE. APPLY CONNECTORS TO EACH FACE OFFAX. 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OFAUTHORIZAT1014 N921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. y ;;liliuutlJ UIQJQ1 DRAWING REPLACES DRAWINGS A115 A115/R & 864,132 yi TC LL - PSF REF BC FILLERNSFIFIC;4 •• DL - PSF DATE 06/25/99 G %.•.•. B DL 10.0 PSF DRWG BCFILLER0699 N0.42704 CCLL - PSF -ENG DLJ/KAR TO'9 LD. - PSF STATE OFAm FAC. 1.0/1 .15/1.25/1.33 Al n Q 10 P -*, .ACING 24.0" STEPDOWN 'CORNER SET TOP CHORD 2X4 SO. PINE #2 N, .SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHAN ** LENGTH SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 2' TYE 7' 5' CORNER SET SETBACK 3' 7' 0" 0 , 1 2 HIP OR COMMON TRUSSF 1 HIP TRUSS J5 J3 J1 J 11 J3 J5 J7 J7 J7 F I 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# * * * 1 3' 5 7' 2' TYP . UPLIFT IS 200# OPTIONAL VERTICAL WEB. USE W1.5X4 AT j BOTTOM OF VERTICAL. USE W3X4 AT TOP f OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** ** J7 3.00 12 - * - 2.12 12 W2M TO - TO - s.00 * 4.24 ALTERNATE LOADING wzx4 w2x5 , w3x4 TCLL 20 PSF s°IMPSON TCDL 20 MAX PSF 3/a' THJA26 BCDL 10 PSF TOT.LD. 50 MAX PSF 9-10-13 OVER 2 SUPPORTS - DUR.FAC. 1.25 R=463(j, W=3.50" R=652#. W=3.50" i END AND CORNER JACKS HIPJACK I THIS DRAWING REPLACES ti`ad:1"' U ry/ DRAWING HC11795029 WARNING.- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, / INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED -`p //j, yC LL 30 MAX PSF REF 7° STBK CS BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONDFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, I C DL 15 MAX PSF DATE 06 25 99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL - _`q` j•(j` •• / / SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. v J ('• IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BC L 10 PSF DRWG CS7SBK3A0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ? * ! NQ. 42704 1 IL . 0 PSF —ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH _ - 5APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE — 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA - OT=LD. 55 MAX PSF , ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OFFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ` DRAWINGS 160 A-Z. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE F PROFESSIONAL 3 A •• PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i i.. FAC. 1.33 CERTIFICATE OF AUTHORIZATION #92 1 ElSUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE %•'• / / Q•- RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i. .w •.- 4-n F1.10 • - ACING SEE ABOVE NAL CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 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 10d 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 M• R - q THIS DRAWING REPLACES DRAWING 579,640 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANDBRACING), PUBLISHED a F C •• A TC LL PSF REF - CLB SUBST. BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR„ SUITE 200, MADI SON, WI. 53719) FOR 4 DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, .••,• TC DL PSF SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHA HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP DL PSF DRWG BRCLBSUB0699 FOR ANY DEVIATION FROM nJO, 4 2 7 0 4 • C ENG MLH/KAR ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE THIS = SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII DR FABRICATING,= *. IBC LL PSF2722HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH s APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20G* STATE O OT. LD. P S F ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF o FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O^• /C - P• `/ DUR. FAC. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i I p `1O OF •••• F : CERTIFICATE OF AUTHORIUTION tt9216.RESPONSIBILITY SUITABILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. h SPACING y FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1979 YOR R , Builder: RRIS HOP Address: Permitting Office: City, State: Permit Number: Owner: y%%1//DA) h",.i Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1979 ft2 7. Glass area & type Single Pane Double Pane - a. Clear glass, default U-factor 250.0 ft2 0.0 ft2 b. Default tint i 0.0 ft2 0.0 ft2 - c. Labeled U or SHGC 0.0 ft2 0.0 ft2 Floor types a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1393.0 ft2 _ b. Frame, Wood, Exterior R=11.0, 4.0 ft2 c. Frame, Wood, Adjacent, R=11.0, 412.0 ft2 _ d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1983.3 W _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft b. N/A _ .. 12. Cooling systems a. Central Unit Cap: 36.0 kBtu/hr _ SEER: 12.00 _ b. N/A c. N/A _ 13. Heating systems a. Electric Heat Pump Cap: 36.0 kBtu/hr HSPF: 7.80 b. N/A _ c. N/A _ 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons EF: 0.86 _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits PT; _ CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ C-lviultizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points:27781 PASSTotalbasepoints: 30267 I hereby certify that the plans and sp iciyations covered by this calculation are in corriplian the Florida nergy Code. PREPARED BY: DATE: ---=------ - l_O ---- I hereby certify that this b ' signed, i in compliance with the Flo Cod . OWNER/AGEN DATE: ----- 111 77)---- -- ---------- E Review of the plans and specifications covered by this indicates o4g9ESr4),, calculation compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 r CODFloridaStatutes, W111 BUILDING OFFIC, :RS_n DATE: INTY UNFORD kversion: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method X- Details I ADDRESS: BASE PERMIT #: 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 NW 1.5 7.0 30.0 40.72 0.95 1158.0 Single, Clear NW 7.0 7.5 10.0 40.72 0.66 268.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SE 8.0 9.0 64.0 61.07 0.53 2077.0 Single, Clear SE 1.5 6.0 20.0 61.07 0.89 1086.7 Single, Clear SW 16.0 6.0 15.0 56.99 0.40 340.4 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear SE 1.5 5.0 16.0 61.07 0.84 823.2 As -Built Total: 250.0 10303.4 WALL TYPES Area , X BSPM Points Type R-Value Area X SPM Points Adjacent 412.0 0.70 288.4 Concrete, Int Insul, Exterior 4.1 1393.0 1.18 1643.7 Exterior 1397.0 1.90 2654.3 Frame, Wood, Exterior 11.0 4.0 1.90 7.6 Frame, Wood, Adjacent 11.0 412.0 0.70 288.4 Base Total: 1809.0 2942.7 As -Built Total: 1809.0 1939.7 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 33.0 4.80` 158:4 Exterior -Insulated 33.0 4.80 158.4 Base Total: 51.0 187.2 As -Built Total.: 51.0 187.2 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 1983.3 2.13 X 1.00 4224.4 Base Total: 1979.0 4215.3 As -Built Total: 1983.3 4224.4 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: zzu.u_-iulu.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 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 600A-2001. SUMMER CALCULATIONS Residential Whole Building Performance Method A Details ADDRESS:... PERMIT #: BASE AS -BUILT Summer Base Points: 37852.0 Summer As -Built Points: 37956.3 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) 37956.3 1.000 1.087 x 1.150 x0.95) 0.284 0.950 12168.3 37852.0- 0.4266 16147.7 1 37956.3 1.00 1.188 0.284 0.950 12168.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 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 NW 1.5 7.0 30.0 14.97 1.00 448.2 Single, Clear NW 7.0 7.5 10.0 14.97 0.99 148.6 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SE 8.0 9.0 64.0 10.59 1.43 971.7 Single, Clear SE 1.5 6.0 20.0 10.59 1.05 222.4 Single, Clear SW 16.0 6.0 15.0 11.59 1.57 272.4 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear SE 1.5 5.0 16.0. 10.59 1.07 181.7 As -Built Total: 250.0 3505.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 412.0 1.80 741.6 Concrete, Int Insul, Exterior 4.1 1393.0 3.31 4603.9 Exterior 1397.0 2.00 2794.0 Frame, Wood, Exterior 11.0 4.0 2.00 8.0 Frame, Wood, Adjacent 11.0 412.0 1.80 741.6 Base Total: 1809.0 3535.6 As -Built Total: 1809.0 5353.5 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Extenor 33.0 5.10 168:3 Exterior Insulated 33.0 5.10 168.3 Base Total: 51.0 240.3 As -Built Total: 51.0 240.3 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 1983.3 0.64 X 1.00 1269.3 Base Total: 1979.0 1266.6 As -Built Total: 1983.3 1269.3 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 v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6157.8 Winter As -Built Points: 10364.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10364.0 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 5117.9 6157.8 0.6274 3863.4 10364.0 1.00 1.188 0.438 0.950 5117.9 EnergyGaugeTm DCA Form 600AT2001 EnergyGauge@)1FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms - Volume Bedrooms. Ratio Multiplier- 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16148 3863 10256 30267 12168 5118 10495 27781 104T$E ST11 0 oD WE 5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®1FlaRES'2001 FLRCSB v3.30 r_ a FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I 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 wa foundation & wall sole or sill plate joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and'seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or nondC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavitV between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded 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 efficienc .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 readiIV accessible manual or automatic thermostat for each s stem. Insulation 604.1, 602.1 . Ceilings -Min. RA9. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 Energy0auge®/FlaRES'2001 FLRCSB v3.30 a ENERGY PERFORMANCE LEVEL (EPA) DISPLAY CAS ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2- The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Single Pane a. Clear - single pane 250.0 ft2 b. Clear - double pane 0.0 ft2 c. Tint/other SHGC - single pane 0.0 ft2 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, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A . 10. Ceiling types a. Under. -Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New _ Single family _ 1 4 _ Yes _ 1979 ft2 Double Pane - 0.0 ft2 - 0.0 ft2 - 0.0 ft2 - R=0.0, 220.0(p) ft _ R=4.1, 1393.0 ftz _ R=11.0, 4.0 ft2 _ R=11.0, 412.0 ft2 _ R=30.0, 1983.3 ft2 _ Sup. R=6.0, 1.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) 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: 36.0 kBtu/hr _ SEER: 12.00 Cap: 36.0 kBtu/hr _ HSPF: 7.80 Cap: 50.0 gallons EF: 0.86 _ PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is_2t a Building Energy Rating. Ifyour score is 80 or greater (or 86 for 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. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House. DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 i`" }, P::e v }, s.' •,. n E k"y. „." a ° 0 0 0.p i .4,t ', ;$: 4 '6 .%:. 3ei '`; '.R,W . " ai .' Notes: 1111111m, e li IMINA wi4"n I , DOWNSyDsnS' Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 138 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gdlb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 39310 Btuh Structure 26996 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat bad 39310 Btuh Use mfg: data. n Rate/ swing multiplier 0.98 Infiltration Total sens. equip. bad 27426 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Fireplaces Average 0 Internal gains 1380 Btuh Ventilation 1474 Btuh Heat'" gg Coolin_gg Infiltration load 3696 Btuh 6551 Btuh Area (ft2) 1979 1979 Total latent equip. Volume ( fN) 18801 18801 Air changes/hour 0.80 6.40 251 125 Total egLi*pment load Req. total Capacity at 0.70% SHR 33977 Btuh 3. 3 ton Equiv. AVF (dm) Heating Equipment Summary Cooling Equipment Summary Make TRME Male TPAE Trade Trade Efficiency 7. 7 HSPF Efficiency 121 EER Healing bput Sensible coding 24850 Btuh Heating output 0 Btuh @ 47°F Latent cooling 10650 Btuh Heating temp rise Actual heating fan 0 OF 1200 cfm Total cooling Actual cooling fan 35500 Btuh 1200 cfm Heating air flow factor 0.031 cfi nlBtuh Cooling air flow factor 0.044 ctrriBtuh Spy thermostat Load sensible heat ratio 81 %b Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wriightsoft Right - Suite Residential- 5.5.06 RSR26013 k6k E:\ Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr 2002-Jul- 24 17:30:35 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18801 ft3 x 0.0167 = 251 cfm 2 Winter infiltration load 1.1 x 251 cfm x 32 OF Winter TD = 8824 Btuh 3. Winter infiltration HTM 8824 Btuh / 301 ftZ Total window = 29.3 Btuh/ftZ and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18801 ft3 x 0.0167 = 125 cfm 2 Summer infiltration load 1.1 x 125 , cfm x 18 OF Spin erTD = 2482 Bbuh 3. Summer infiltration HTM 2482 Btuh / 301 ftZ Total window 8.2 Btuh/112 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.diff. x 125 cfm = 3696 Btuh Procedure u - equipment sizing Loaos 1. Sensible stung load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Su rrrlerTD 990 Btuh Sensible load for structure (Line 19) 26996 Btuh Sum of ventilation and structure loads 27986 Btuh Rating -and -temperature swing multiplier.,. _ x.... 0.98... . _.. Equipment stung load - sensible 27426 Bhjh 2 Latent stung bad Latent ventilation bad 0.68 x 50 cfm vent. x 43 grAb moist.diff. 1474 Btuh Internal loads = 230 Btuh x 6 people 1380 Btuh Infiltration bad from Procedure C 3696 Btuh Equipment sizing load - latent 6551 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 AC'`GP. E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING ROOM a n se a C n 0 d 1 1 90 1.0- 1.5 2.0 5:0 47.4 30.0 2'.7 a n se a c n 0 d 1 1 90 1.0 7.0 5.0 2.5 47.4 10.0 10.0 DINING ROOM a n ne a c n O d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 KITCHENINOOK a n ne a c n 0 d 1 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 FAMILY ROOM b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0 MASTER SUITE a n nw a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 20.0 0.0 a n ne a c n 0 d 1 1 90 1.0 16.0 1.0 5.0 39.4 15.0 0.0 MASTER WIC BATH 2 UTILITY ROOM BEDROOM 2 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 BEDROOM 3 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 BEDROOM 4 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 MASTER BATH a n nw a. c n 0 d 1 1 90 1.0 1.5 1.0 4.0 39.4 16.0 0.0 WrlIghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1.979 7124/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 mrwUALIC. (Ulm Nam of room Entire House LMNG ROOM DINING ROOM K ITCHEf OCK 2 l px3Hi ofexposed wal 220.0 ft 48.0 ft 17.0 ft 19.0 ft 3 Roan diremas 19.0 x 11.0 ft 10.0 x 16.0 ft 19.0 x 14.5 ft 4 Ceiings CaA Option 9.5 ft heatbod d 9.5 ft hea4/cccl 9.5 ft I heatbod 9.5 ft heaVooci TYPE OF CST HTM Area Load (Btr h) Area Load (BWh) Area Load W) Prey Lars (Bh h) B<POSURE NO. Htg Clg ft Htg Clg ftz) Htg Clg ft1 Htg Clg M Htg Clg 5 Gross a 14B 4.6 2.1 1663 333 95 181 Eposed b 12C 2.9 1.9 4 4 0 vat and c 13C 3.2 12 424 119 67 c pa tb- d 0.0 0.0 0 0 K 0 e 0.0. 0.0 0 0 0 f 0.0 00 0 0 0 6 Wimns and a I 37.0 186 6B75 40 1478 25 924 924 Iassdoors b 8C 37.0 64 2365 0 0 0 0 0 c 9C 38.7 0 0 0 0 0 0 0" d 0.0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0` f 0.0 01 0 0 0 0 0 0 7 V*xbAr. rd North 20.4 17 340 13 25B 0 0 0 ass doors NEM 39.4 165 6601 0 0 25 985 9S5 g ENV 0.0 0 0 0 0 0 0 0 SES N 47.4 6B 3239 27 1295 0 0 0 South 0.0 10 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Oherdoors a 11A 18.9 127 51 953 650 33 623 421 0 0 0 0 0 b 11A 18.9 12.7 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 9 Net a 14B 4.6 2.1 1390 6360 2542 250 1198 535 70 323 144 15E 717 m egxsed b 12C 2.9 1.9 4 12 8 4 12 8 0 0 0 0 0 walls and c 13C 3.2 12 406 1279 475 119 375 139 67 211 78 0 0 Wtbons d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 1979 3356 4405 209 354 465 160 271 356 27E 467 613 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 C 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 ZD 5702 0 48 1244 0 17 441 0 1 492 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 perir>etr c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 00 0 0 0 0 0 0 0_ 0 0 0 0 for slab .-. e 0.0 0.0 0. 0. 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 301 8824 2482 73 2140 602 25 733 206 2q 733 206 13 Subtotal bss=6+8_+11+12 35M 7424 Less exernal hxti g 0 0 0 0 Less transfer 0 0 0 0 Healing redstrfl ti 0 0 0 0 14 Dud loss 10°/ 3574 10°/ 742 100/1 290 100/1 333 15 Total lass =13+14 39310 8167 3193 3666 16 InL gams: Pecnle @ 300 6 1800 0 0 1 300 c"" 0 1200 2 1800 0- 0 0 0 1 129D 17 SuIM RSH gaiF7+&+12.06 21542 3724 2J70 3325 Less exlortalcooling 0 0 0 0 Less transfer 0 0 0 0 Cooling mch&btfion 0 0 0 0 18 Dud gain 10°/ 2454 100/ 372 10° 271 101 332 19 ToW RSH gakF 17+18)*PLF 1.00 X986 1.00 4096 1.00 2277 1.00 3657 2D Air required (cfin) 1290 1200 1 249 182 97 101 112 163 Printout certified by ACCA to meet all requirements of Manual J 71h Ed. wrrrghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /91= NameofroanFAMILY ROOM MASTER SUITE MASTERW)C BATH 2 jN"" UPL LEngtlidexposedwal 33.0 ft 21.0 ft 0.0 ft 0.0 ft Roan cirra da s 17.0 x 16.0 ft 13.0 x 18.0 ft 7.5 x 11.0 ft 11.0 x 5.5 ft Ceiings Condl.Option 9.5 ft heaVcool 9.5 ft hatbod 9.5 ft heatbod 9.5 ft heafbdd TYPE OF CST HTM Asa Load (Bb ,) Area Load (Btih) Area Load (BtiW) Area Load (Btuh) EXFUWI; E NO. Htg Clg M Htg Cig M Htg I Clg M Htg Cig M Htg Clg 5 Gross a 146 4.6 2.1 314 200 0 Fposed b 12C 2.9 1.9 0 0 0 vim$ and c 13C 3.2 12 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 6 Wn±msand a 1C 37.0 0 0 35 1214 0 0 c 0 glass doss b 8C 37.0 64 2365 0 0 0 0 0 Fiead 9 c 9C 38.7 0 0 0 0 0 0c 0- d 0.0 0 0 0 0 0 0 c 0 f 0.0 0 0 0 0 0 0 o 7 VNndb+sad North 20.4 0 0 0 0 0 0 0 glass doors NEMW 39.4 r3 2522 35 1379 0 0 0 Coofox E/W 0.0 0 0 0 0 0 0 0 SESW 47.4 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Ctherdoas a 11A 18.9 127 0 0 0 0 0 0 00 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0,; 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Net a 14B 4.6 2.1 250 1150 514 165 758 339 0 0 0 0 0 eposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 c 0 0 vvals and c 13C 3.2 12 0 0 0 0 0 0 0 0 0. 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 272 461 M5 234 397 521 83 140 181 61 100 131 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 21 544 0 0 0 0 0 0 Nob: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 paireter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 forslab.__ .__._,...e 0:0 0.0 0 0 0 0 0...._.., 0 0 0 b 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 64 1876 SE 35 10X 289 0 0 0 c 0 0 13 Subblal bss=6+8-+11+12 6706 4019 140 103 Less exbrnal heating 0 0 0 0 Less transfer 0 0 0 0 Heatingredsdxdm 0 0 0 0 14 Duct loss 10°/ 671 10°/ U 100/. 14 10 10 15 Total loss =13+14 7379 4421 154 113 16 InL gains: People @ 30D 4 1290 1 300 0 0 c- 0 Appl. @ 12,00 0, 0 0 0 0 0 0 17 SubbtRSHc F7+8..+12+16 5369 7d27 184 135 Less ecbrnal amling 0 0 0 0 Less transfer 0 0 0 0 Cccling redisfibution 0 0 0 0 18 Duct On 10°/ 537 10°/ 283 100A 18 1lP 19 Total RSH gair>F(17+18rPLF 1.00 5905 1.00 3110 1.00 9 1.00 A1420Airrequired (dm) Z5 2663 135 13B 5 9 3 Printout certified by ACCA to meet. all recj imff eats of Manual J_ 7th Ed. . wrrfghtsoirt Right -Suite Residentialm 5.5.06 RSR26013 2002-Jul-24 1.7:30:35 p` E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 2 RIGHT-J WORKSHEET i < Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7f24702 109 COMMERCE STREET LAKE MARY, FL 32746-6206 Phone`. (407) 831-2665 J:AhEd Namedrown UPU TY ROOM BEDROOM 2 BEDROOM 3 BEDROOM 4 TMANUALLerglhdexposedwal 7.0 ft 28.5 ft 13.0 ft 10.5 ft Rncmdm7.0 x 10.5 ft 18.0 x 11.0 ft 12.0 x 120 ft 11.5 x 120 ft Ceiings Cand6t. Option 9.5 ft heaVcoof 9.5 ft heaf mom 9.5 ft heatbool 9.5 ftj heaV000l TYPE OF CST HTM Area Load Pl h) Area Land W) Area Load W) Area Load W) Dff 6URE NO. Htg Clg M Htg Cig m Htg I Clg ft?) Htg I Clg M Htg CIg 5 Grass a 14B 4.6 21 0 100 124 10c VOL and c 13C 3.2 1.2 67 171 0 partitions d 0.0 0.0 0 0 0 e 0.01 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Wrcbnsad a 1C 37.0 0 0 15 554 15 554 1E 554 glass doors b 8C 37.0 0 0 0 0 0 0 0 Ilpaftng c 9C 38.7 0 0 0 0 0 0 c 0" d 0.0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0" f 0.0 0 0 0 0 0 0 0 7 Wrdmsand Nash 20.4 0 0 1 27 1 27 1 27 gLass doors NEMW 39.4 0 0 0 0 0 0 0 Coos 5 ENV 0.0 0 0 0 0 0 0 0 SE5W 47.4 0 0 14 648 14 648 1 648 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Otirerdoas a 11A 18.9 127 18 340 229 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 0 0 0 85 392 175 109 500 223 8E 391 175 aposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 vialls and c 13C 3.2 1.2 49 154 57 171 539 20D 0 0 0 0 0 pat- d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 10 Ceilings a 16D 1.7 22 74 125 164 198 336 441 144 244 321 13E 234 317 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 7 181 0 29 739 0 13 337 0 11 272 0 Note: roan b 0.0 0.0 0 0 0 0 0. 0 0 0 0 0 0 perinellec c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a Ob 0.0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 18 528 148 15 440 124 15 440 124 15 440 124 13 SJA:YW bss=6+8_+11+12 13 2t1750 1891 Lesser heeling 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Dud loss 1011 133 10°/ 300 100 208 10' 189 15 Total loss =13+14 1461 3299 2283 2080 16 Int gains: Pec* @ 3C0 0 0 0 0 0 0 0 Appl. @ 1200 1 600 0 0 0 0 0 17 SubbtRSHgarri=7+8.+1206 1199 1614 1343 1280 Less external 00061g 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 10°/ 0 0 0 0 18 Duct gain 129 101/ 161 100 134 10° 128 19 Total RSH gaPF(17+18)-PLF 1.00 1319 1.00 1776 1.00 1477 1.001, 1408 29 Air required (din)- 45 59 101 79 70 66 63 63 Printout certified by ACCA to meet all requirements of Manual J 71h. Ed; wrrtghtsOlFt Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 f ` EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 3 a RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7124102 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (407) 831-2665 Ed 1 Name of mom MASTER BATH74MANUALJ: 71h 2 Lenglh of" ecl Ad 23.0 ft 3 Ream In s 120 x 11.0 ft Ceiings Condt Option 9.5 ftheat/000l TYPEOF CS> HTM Area LoadW) Area Area Area E POSURE NSO HtgI Clg ft') Htg CIg Htg Clg Htg CIg Htg CIg 5 Gross a 146 4.6 2.1 219 Bposedb 12C 2.9 1.9 0 MIS and c 13C 3.2 12 0 partitions d 0.0 0.0 0 e 0.0 0.0 0 6 Wfl1mG and a 1C 37.0 16 591 Iss d g adoorsbb8C 30 0 Hess 9C 38. 7 0 0 d 0.0 0 0 e 0.0 0 0 f 0.0 0 0 7 VMrdms and North 20.4 0 0 glass doors NEMW 39.4 16 630 ENV 0.0 0 0 SESW 47.4 0 0 Sam 0.0 0 0 Hoe 0.0 0 0 8 O wdoors a 11A 18.9 127 0 0 0 to 11A 18. 9 127 0 0 0 c 0.0 0.0 0 0 0 9 Net a 146 4.6 2.1 203 933 417 aposed to 12C 2.9 1.9 0 0 0 v alls and c 13C 3.2 12 0 0 0 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 2.2 132 221 294 to 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 Note: roan b 0.0 0.0 0 0 0 perimeter c 0. 0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 forslali a 0. 0 OA 0 0 0 floors) f 0. 0 0.0 0 0 0 12 Infiltration a 1 29.31 82 16 469 132 13 Subtd loss= 6+8-+11+12 2814 Less external heating 0 Less transfer 0 Heating redistribution 0 14 Duct loss 1011/ 281 U 15 Total loss = 13+14 3095 16 Int gains: People @ 300 0 0 Appt @ 1200 0 0 17 abbot RSH ga&7+8 +12+16 1473 Less 8mrrnal 000b g 0 Less transfer 0 Coding redisfibutioh 0 18 Ductgain 10 147 u u 19 Tohal RSH gairr=(17+18)'PLF 1.00 16M 20 Air required ( dm) 941 72 Printxt certified by ACCA to meet all requirements of Manual J 7th Ed. C wrrrghtsolFt Right - Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 EAFiles\MORRISON 2002\ 1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 4 3' bath duc Wan ca NUT NE 696 un Gul,_'nuuu unu ununu,_uo-- mumunuullllulllO o plllllllllll11111'In `OII III C ILL. 1ZP- _ lam= L, y t. roof cap pl.tf— by bidr 17 o 14 180 E c GIII111110—. 'on•um;o e ludo oouo 2 ath duct oof cap 7NE 696RNB M V xth duct OOf c p Q n-llgh NE 763RLNB. S 1 U z to U U w Lu O O 6 n 0 C' N M z 0 3 . m m I w z a/ Y O o 0 I - Rating zo r m w > z J z o F a D J O O Q Must have a minimum clearance of 4'Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. CO EL J (n CI 0 L ' v- \ 1 ' \ram r. \ • .•"r/ti: •.... r. • v • • ....... •.. _ .._.aw\J. V—'1-VY !r''. _. TERMITICIDES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list if they meet the requirements for registration as a pesticide product as required by Chapter487, F.S., and the registered label contains directions for use on new construction. Inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or implied, of the product by the Department of Agriculture and Consumer Services. EPA Product Brand Name Company Name Active Ingredient Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATETETRAHYDRATE 59905-9 BIFLEX SFR TERMITICIDE /INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 279-3112 BOARD DEFENSE IN CIDE TECHNOLOGIES, INC. I?AOISODIUMOCTABOTETETRAHYDRATE 44757-20 BORA- CARE NISUS CORP. DISOOIUM OCTABORATE 1 TE." ftRATE. CHLORPYRIPHOS PRO TERMITICIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-:122 CONCENTRATE CYREN TC SPECIALITY TERMITICIDEI INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 67160-10 DEMON TC: SYNGENTA CROP PROTECTION, CYPERMETH, 10182-107 INC DRAGNET SFR TERMITICIDE/ INSECTICIDE FMC coRD: PERMETHRIN 279-3062 DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBAN TO DOW AGROSCIENCES, CHLORPYRIPOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP. SULFLURAMID 279-3196 STATION , , LABYRINTH TERMITE BAIT EfVSYSTEX, INC: DIFLUBENZURON 68850 2 MARTIN' S PERMETHRIN SFR CONTROL SOLUTIONS, INC PERMETHRIN 70506-6-53883 TERMITICIDE / INSECTICIDE NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN LG CHEMICALAMERICA, INC PERMETHRIN 71532-2-73006 TERMITICIDE/ INSECTICIDE PERMETHRIN PRO TERMITICIDE TURF - MICRO FLO COMPANY LLC PERMETHRIN 51036 287 ORNAMENTAL PRELUDE TERMITICIDE/INSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER BAYER CORP IMIDACLOPRID 3125 455 SOLUBLE PACKETS file:// C:\WINDOWS\Temporary%201nternet%2OFiles\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 4", i BORA - CA E APPROVALS NES REPORT MIXING DIRECTIC)NS APPLICATION DIi,ECTIONS PRESCRIPTION TREATMENT BRAND TC WHITMIRE MICRO-GEN DIFLUBENZURON 499-488 223 PREVAIL Fr TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDE1INSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT 11 DOW AGROSCI€NCES, LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE 59905-6TETRAHYDRATE SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / UNITED PHOSPHORUS, INC PERMETHRIN 70506$ INSECTICIDE TERMIDOR 80 WG AVENTIS ENVIRONMENTAL FIPRONIL 432-900TERMITICIDE/INSECTICIDE SCIENCES USA LP TIM-BOR PROFESSIONAL • UNITED STATES BORAX & DISODIUM OCTABORATE 1624-39CHEMICALCOMPANYTETRAHYDRATE TERMITICIDE T/C ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDEIINSECTICIDE AVENTIS ENVIRONMENTAL CYANO 432-767 CONCENTRATE SCIENCES USA LP VR &R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 Note: This product is no longer shipped and distributed in the State; however, material In trade channels may be purchased sand used accordinq to label directions. Pesticide Product Brands: 34. Corrlpanies: 22 Ustupdated: April 1, 2002 If you have a question regarding a pesticide (termiticide) that is not listed please complete the product information form and submit. inquiry to Department of Agriculture & Consumer Services.. Termiticide for New Construction Registration Inquiry Form This page has been accessed times since March 4th, 2002 file://C:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/01 Aclik I iiim ff,-n L A PRODUCT OF NISUS CORPORATION 8/03 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: Disodium Octaborate Tetrahydrate (Na2B4O1, 0 4H2O):........ 40.0% INERT INGREDIENTS: ........................................................ 60.0% Density: 11.51 pounds per gallon KEEP. OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply- artificial respiration if indicated. Contact a physician if warranted. If in Eyes: Flush with plenty of water. Get medical attention if irritation persists. If On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY Involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-CARE® solutions carelessly spilled or applied to cropland or growing plants including trees and shrubs may kill or seriously retard plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate water when disposing of equipment washwaters. DIRECTIONS FOR USE It is a violation of Federal law to use this product in a manner inconsistent with.its labeling. NOTICE Read and understand the entire label before using. Use only according to label dirQctions. Before buying or using this product, read "WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. If terms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. BORA-CARE® should be applied only to bare wood, plywood, particle board and other cellulosic materials where an intact water repellent barrier such as paint, stain, or a sealer is not present. The use of this product in food processing establishments should. be confined to time periods when the plant is not in operation. EPA Reg. No. 64405-1 EPA Est. 64405-TN-1 U.S. Patent Nos. 5,104,664 5,460,816 5,645,828 6,426,095 Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or thoroughly cleaned before using. After treatment in food processing plants, thoroughly wash all equipment, benches, shelving, etc. where exposed food will be handled, with an effective cleaning compound and rinse with potable water. When spraying overhead Interior areas of homes, apartment buildings, etc., cover or protect all surfaces below the area being sprayed with plastic sheeting or other material which can be disposed of if contamination from dripping occurs. Do not apply in food serving areas while food is exposed. BORA-CARE® is NOT a soil termiticide and should not be used directly to treat the soil. STORAGE AND DISPOSAL Do not contaminate water, food or feed by storage or disposal. PESTICIDE STORAGE: Store in a dry place. Do not store where children or animals may gain access. Do not freeze. PESTICIDE DISPOSAL: Do not contaminate water when disposing of equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for recycling or reconditioning, or puncture and dispose of in a sanitary landfill, or incineration, or if allowed by state and local authorities, by burning. If burned, stay out of smoke. CLEANUP: Use soap and water to clean up tools. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CARE® in confined spaces, it is recommended that ventilation or an exhaust system be provided. If this is Impractical, the use of a NIOSH approved respirator with an organic -vapor removing cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefix TC-14G), or a NIOSH approved respirator with an organic vapor (OV) .cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth or absorbed with appropriate materials. (Refer to the BORA-CARE® Material Safety Data Sheet for additional health and safety Information.) 100 Nisus Drive, Rockford, TN 37853 MADE IN THE U.S.A. (800) 264-0870 www.nisuscorp.com MIXING INSTRUCTIONS III. GENERAL INFORMATION IN BORA-CARE® Is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE® directly in a spray tank can block hoses and nozzles. B. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CARE® concentrate. Allow. to mix until uniform. Use 1:1 and 2:1 BORA-CARE® solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or in tank overnight. Clean and/or flush equipment and lines with water after use. . BORA-CARE® may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other insects. 11. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution ratio may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anobiid and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2" thick or greater. Drywood Termites, 5:1 Two (2) applications Powderpost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2" in thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber 2 BORA-CARE® is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides long term protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Naotermes Drywood Termites: Kalotermes, incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerafnbycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® can be used on all cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatment/barrier termiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent Infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE® is applied directly to the wood, it can be used in areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active ingredient in BORA-CARE® Is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. IV. REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying and/or injecting BORA-CARE® solution into beetle holes, termite and carpenter ant galleries and decay pockets. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all infested and susceptible wood, paying particular attention to infested areas. Two (2) coats of BORA- CARE® solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily infested areas waiting at least 20 minutes between applications. In cases where the infestation is not accessible from the surface, small holes may be drilled into the wood in order to gain access to the infested area. Inject enough diluted solution to completely flood galleries or voids. Adjacent Intact wood may be treated by pressure injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) Inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. For treating, infested wall voids, refer to Sections IV. E. and F. B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CARE® solution to the point of wetness to all infested and susceptible wood surfaces including sill plates, piers, girders, subfloors, floor joists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE® solution per 200 square feet of floor area (400 square feet of wood surface area). C. Buildings on slabs maybe treated by applying BORA-CARE® solution into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the infested area. Drill holes adjacent to the side of each stud every 18-24 Inches along its length and inject at least 1/3 fluid ounce of BORA-CARE® solution per hole. Drill at least one hole per stud bay near the floor in order to treat the base plate in each void. Treat entire wall areas as opposed to single stud bays in order to include the infested area completely within the treatment zone. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two 2) parts water to one (1) part BORA-CARE® (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface: For treating Infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10% or less before applying final finish. BORA-CARE® applications may raise the grain of the wood and an additionalWh sanding maybe necessary before applying anew finish. Although BORA-CARE® is compatible with most floor coatings, always test a small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: If surface is tacky or residue is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final JW sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution into voids and channels in damaged and suspected infested wood and/or through small holes drilled into walls and baseboard areas. Holes should be spaced no.more than 24" apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interfere with distribution of the BORA-CARE solution. If necessary, remove or displace Insulation prior to treatment. F. Foam applications: BORA-CARE® can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CARE® (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill tqe void. Foam will take approximately one (1) hour to return to liquid state and soak into bare wood. Apply foamed BORA-CARE® to void spaces at a 1:20 to 1:30 foam ratio (one [i ] gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces in the void space. G. Foam insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE® (2:1) solution Into the Infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polyisocyanu rate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be injected, as well as surface sprayed, to achieve proper control or prevention of Infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members is available.. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE" 1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subfloors. Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections VIII and IX for complete exterior application information). 3 r__ V1. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one.(1) gallon water to one (1) gallon BORA-CARE®(1:1) solution to point of wetness in a 24-inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to include all sills, plates, floorjoists, piers, girders and subfioors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces in order to provide a two (2) foot wide barrier of BORA-CARE'® treatment against termite penetration. On wood where access is limited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entire perimeter of the structure with a 24-inch wide band of BORA-CARE® solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure Injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to all base plates and the bottom 24 inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood in plumbing walls and apply to any wood in bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-inch wide barrier of treatment between the soil and the balance of the structure. V 11. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five. (5) gallons water to one (1) gallon BORA-CARE® (5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist. Wait at least 20 minutes between applications. V i I I . TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an intact water repellent or finish is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA-CARE® solution to heavily infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. For wood In contact with the ground or soil, see Section XI. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE® solution to the point of wetness to all interior and exterior wood surfaces. Refer toapplication chart for minimum amount of BORA- CARE® to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10" or greater in diameter and rectangular logs larger than 6" x 12".. Wait at least one (1) hour between applications. Two (2) coats of BORA- CARE® solution should also be applied to log ends, notches, corners and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply in rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA- CARE® will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six 6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. 4 M X. DIP TREATING LOGS AND LUMBER XII I. WARRANTY LIMITATIONS AND DISCLAIMER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1) . This will result in a stable solution containing 9% active Ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE® treatment to wood in contact with the ground or soil has a limited lifespan and will require periodic reapplication. Protection may be extended with the use of products such as JECTA®. XII. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 . 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may Impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or insect infestation is not guaranteed. Neither the manufacturer nor seller shall be liable in respect to any injury or damage suffered by reason of the use of this product for a purpose not Indicated by the label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if necessary, from the owner, following investigation by the user. BORA- CARE® and JECTA® are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood 1: 1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Square Feet 1/ 4 1,600 Square Feet 0.6 Gallons 3/ 8 1,067 1.0 1 / 2 800 1.2 3/ 4 533 1.8 1 400 2.6 TABLE C.. Round Logs 1: 1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of Diameter BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4 NOTE: The numbers listed above are based on an application rate of one (1) gallon of BORA-CARE® solution to 400 board feet of wood. 100 Nisus Drive Rockford, TN 37853 800- 264-0870 www. nisuscorp.com National Evaluation Service, Inca 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 Phone, 703/931-2187 Fax: 703/931-6505 website: www.nateval.org 0v . INTERNATIONAL CODE COUNCIL, NATIONAL EVALUATION REPORT Report No. NER-617 Copyright © 2001, National Evaluation Service, Inc. Issued October 1, 2001 BORA-CARE® TERMITICIDE, INSECTICIDE AND The instructions within this report govern if there are any conflicts FUNGICIDE between the manufacturer's published installation instructions and this report. NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE 37853 800-264-0870 nlsusCa_nisuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARE®Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterranean termites. BORA CARE kills the termites through'ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA CARE utilizes a patented formulation of this mineral salt DOT) and glycols. to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient in the wood member. BORA-CARE is water soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. , 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Application BORA-CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistency as water. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordancewith local, state, or federal pest control regulations. BORA CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electricalwiring, and plumbing. 4. 3 Protection from Water Since BORA-CARE is water soluble, .treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report: No independent tests were performed by the National Evaluation'Servtce, Inc. (NES), and NES specifically.does not make any warranty either expressed or implied, as to any t indmg or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 gage 2 of 2 Report No. NER-617 6.0 IDENTIFICATION 7.1 Each container of BORA-CARE® Termiticide, Insecticide and Fungicide covered by this report shall be labeled with the manufacturer's nametand or trademark and this National Evaluation Service evaluation report number, NER-617 for field 7,2 identification. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2. Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/15Q4, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, WAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su.. 6.4 Test report, January 1997 Progress Report, 57 months This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 BORA-CARE was evaluated only forresistance to subterranean termites. 7. 6 BORA-CARE is water soluble and shall be protected as noted in Section 4.3 above. 7. 7 BORA-CARE has not been evaluated as a treatment for resistance to termites on LVL products, exposure, field evaluation of BORA-CARE treated wood 7.8 This report is subject to re-examination on a periodic the subterranean termite feeding and tubing near basis. for information on the current status of this Gulfport, Mississippi, comparison of treated and Evaluation Report, consult the NES Product Evaluation untreated wood floor joist, Mississippi State University Listing or contact the NES. Forest Products Laboratory, Terry L. Amburgey. 6. 5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6. 6 Test report, January 2001 Progress Report, 1 10months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6. 7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7. 0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©,. the 1997 uniform Building CodeTM, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: n ONE BY WOODBUCKBYOTHERS CAULK BETWEEN WINDOW FLANGE k WOOD BUCK CONCRETE OR MASONRY CPEHOHG BY OTHERS EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS JFLANGETYPE WINDOW FRAME HEADER I EXTEBL46 WINDOWHEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULKBYOTHERS SHIM AS REDID ONE BY .WOOD SEE NOTES) _ . BUCK BY OTHERS BUCK WIDTH - - 1 1/4- MIN. INSTALLATION ANCHOR EMBEDMENT 3/1V DIA. TAPCOR 1/4' SHIM ( - i— SHIM AS REOID SHOWN FLANGE TYPE SPACE MAJL ( SEE NOTES) CAULK BETWEEN WINDOW FRAME WOOD BUCK & JAMB 4 CONCRETE MASONRY OPENING OR MASONRY BY OTHFAS - OPENING BY OTHERS 4 INSTALLATIONd 1 1/4' MIN.. ANCHOR fi CIAEMBEDMENT 4 TIPCON SHOWN PERIMETER CAULK - I. BY OTHERS L CAULK BETWEEN WOOD BUCK & WINDOW WIDTH MASY OPENING 1 /4• SMM BY OTHERS SPACE MAX. EXtEBl08 CAULK 0ETYIE'!3N WIFL/J1 EXTERIOR NDOW W000 BUCK' FINISHSECTION. 2BY OTHERS WINDOAY ] c BBUCK D E HEIGHT SILL STOOL K 2 BY OTHERS WINDOW HGT. F G Q " 1 I. CAULK BETWEEN WINDOW FLANGE PRECAST E C ULK R E LE-yAT.I O N PRECASRSILL1.T6 ADHESIVE CAULK di - BY OTHERS _ 'APPROVED EOUAL SECTION 1 1) VIEWED FROM EXTERIOR G D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHILL MAX . ALLOWABLE SHIM STACK TO BE 1/4% . 2) WINDOW FRAME MATERML: ALUMINUM ALLOY 606&' 1 USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CM1.Li1. OR APPROVED EOIYL 4) APPUCATION OF VULXW IIS ADHESIVE CAUUC. AT FTL4AE SBL MUST COMPLY WITH SEALANT UANUFACRIREW' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GU31 THICKNESS MAY VARY PER THE REQUIREMENTS OF AM E1300 CLAW CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO OUNJFIPX 7) GENERALL ALUMINUWS1440 SERIES SINCLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 NWLATING CLASS SINGLE HUNG SERIES. lloo_ "' ' ) CE 2 k,'L{'TRAL/v FTL C+E M A. a-.O . A y. V.9i Ur ALCL GIYLM 1CiiL15Ke rr—CWE0A7 AJ L7.4tA1 VM VUSTER FU- E # 3 COMPARATIVE ANALYST ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE VODTH/ HOG T EXTERIOR INTERIOR. _ HEAD JAMBS . 12 3-- 1919 to x 26 1/1x353/4 99 73 goB711 B F.G Fla 1419 to X 50 SA 59 So B FA FA 1444191nX54IAA54545299F.0 14+5 15 19to X 55 all32 19 1n X 93 45 45 B F.G 16 19 1A X 72 40 40 F 1M3 to x 28 20 1n X 38 3n 61 51 ale51 B FG FA 1N4261nX50in44at42- BB 1H44'4 26 1/2X 54 &A 42 41 41B FA 1 H445261/2 X 55 6A 40 40 B F.0 1HS 26 1/2X 63 26 40 FG 6 3010 30 1/ 23 26 30 to x >e 3A µ44 8 G F.G30x430 1n x w SA 40 40 9 F,c 30 x 55 SA 40 40 B F.G 3OX4+5 to X 53 40 40 B F,G 30X5 30 In 4a 40 21 23 x37 X 35 3A 1 40 140 B11 FF .. 2424+ 437 x 50 M 37 x M N 40 40 4040 BB FAQ F, G24+537X55 &A 40 40 406 B F. 23 25 37X 72 40 F 4626 48 X 46 46 B F.G F.0453546 X 35 3A 40 40 4040 BB 465046X50enFF 46a+5 45 X 55 N 40 4040 9 1. F.G.H.) 4663 46 X 63 40 40 4040 fA. x 53 1n X 35 3n 45 40 4540 B8 - FFFFr . 17A- T-11531n x 50 9A 40 '344-4 40 40 BF.0. 14,1 53 1/0 X 54 GA 53 1n X 55 6/3 404. 40 40 B. FX.H1 F,4FU 53 ,n X 63 40 40 B" F 1 53 1 X 73 1) NMQ1E WATER N RESISTANCE TESTREQUIREMENTOF15xOFDESOLOADAPPLIES, POSITIVE OMON 1AA05 , BE LIMITED TO 40.0 PSF DUE TQ WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION, FIANCE FRAME NINOOW N CONCRETE OR MASONRY OPENING USE 3/16. CIA. TAPOON ANCHORS OFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. SHOW ONCHRTF" KEY TO TAPCON LOCATIONS 4) DISTILL / 6 SCREWS OF SUFFCENT LENGTH TD PRONDE 3/4' MIN. EMOEDW0d INTO WOOD BUCK AT N7 ALL OTHERFACTORYAPPLIEDINSTALLATION' HOLES. 5) F EXACT WINDOW SIZE isNOT LISTED. IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED 16TH NEXT LARGER SM FOR THE APPROPRIATE DESIGN PRESSURE REO D. 1001 M. Gosbl Rd • Cer,aLLXI, TX 75005 • PA. IMI1 D190T2.Oa5eA DG ]501 L111AM 3E79WIg1 ASSEMBLY DRAWING SERIES 14410/ 1540 ML SINGLE HUNG WINDOW jr O4MI1 xT OIIQA R' fx'A,x 99 IN A o< ar n OZ ZG— oZQA m;a BY Ea 726 Ot B GEN—OD}2 PREPMRD BY: PRODUCT TEOHNIXOOY CORP. 750 IWERN nok% pa. &M 254 /IEi lHfip3, nUWI =744 PHONC 407 W5-- 1= FAx 407 605-0736 CAULK BETWEEN WOOD INSTALLATION ANCHOR BUCK & MASONRY }/ 16" DIA TAPCONOPENINGBrOTHERS - BUCK WIDTH 1/4 MAX. SHIM SPACE ( SEE NOTES) EMBEDMENT ONE BY W000 CONCRETE OR - - SHIM AS RED 1-1. AIN. BUCK BY OTHERS MASONRY OPENING BY OTHERS T SHIM AS REFLANGE WINDOWFRAME liCAULK BETWEEN BUCKCAULK BETWEEN (SEE NOTES) JAMB. 4 d MOASOD'TOPENING WINDOW FLANGE - BY OTHERS WOOD BUCK WIN HVCL AjING Gl 1-i/1' KIN. INSTALLATION ANCHOR EMBEDMENT' - 3/ 16' DIA. TAPCON 4 1/ 4 ' MAX. - ONE .BY WOOD SHIM. SPACE EXTERIOR DUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK WANOOW FLANGE By OTHERS WOOD BUCK STUCCO BY OTHERS WINDOW WIDTH CONCRETE OR MASONRY OPENING liPERIMETERCAULKBYOTHERSBY OTHERS FLANGE TYPE T GN 2 STUCCO COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WIDTH/ HEIGHT EXTERIOR INTERIOR HE AD 12 X 60 40 58 O, E.T.G C D.E.F.G 12. X 72 40 56 lobC N3 16 x l6 40 69 AM HS 24 X 16 40 4055 All F.G 24. X 24 AS A.F.G 24 X 30 40 4040 A.B i.G 24 X 36 40 40 A,8 D.E.F.G 24 X 48 40 40 A's O.E.F.G 24 X 60 40 AA O.E.F.G 24 X 72 X40 4040 A.B D.E.F.G 32 48 2440 40 A. B D.E.F.G 36 X 36X48 40 40 A.B O.E.F.G 36 x 72 40 40- A 0.E.F.G A33 D.E.FA 48 X 24, 40 40 40AA O.E.F.G 48 X 48 40 40 AA D.E.F.G 48 . 60 40 4040 A.B F.G 64 X 24 72 38 40 40 A.8 F.G X s0 A.B O.EF.G 72 X 60 40 40 AA".I73'XL6WWINDOW FRAME HEADER SEC I B BYOTHERS CENTRAL 'FLORIW, B.O.A.F. cuzwc B WINDOW MAMMACTUR.ER NAM: HEIGHT WTH. W MI fyU'1'1 DOW CHT EXTERIOR CENFI A MASTER FILE # A _ C 3 GENERAL NOTES: 1) SHIM AS REO-D.. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING $HIM. NIX• ALLOWABLE D E SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY FLANGE TYPE GE AT H 3) TEE LATEX SUBSTRATEWITH II FLAN ADHESMETCAUIKORJAPPROVED EOUAt-AMBS. SILL MUST SIG ATTACHED TO 116 ADHESIVE WINDOW FRAME OF VULKIM 116 CAULK AT FRAME So.L MUST -COMPLY WITH SEMANT SILL 2 4) APPLICATION MANUFACTURER'S RECOMMENDATIONS. CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) USE LATEX 6) GLASS THICKNESS MAY WARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. OF15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN By7') WHERE WATER RE5157MCE TEST REOUIREMENT LOADSWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. WINDOW H PROVIDE MIN. 1-1/6" EMBEDMENT INTO SUBSTRATE 8)INSTALLATION: FLANGE FRAME WINDDW IN CONCRETE OR MASONRY OPEF4ING USE 3/16" D AHGT. TAPCONANCHORSOFSUFFICIENTLENGTH.TO AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. LENGTH -TO PROVIDE 3/4" Mw. EMBEDMENT INTO WOOD BUCKAT IG)INSTALL RB SCREWS OF SUFFICIENT ALL07HERFACTORYAPPLIEDINSTALLATION HOLES: IF FACTORY .APPLIED NC15 ARE NOT PRESE>+T• RIIIETEPCA— B SCREWS SHOULD BE PLACED AT MAX. 6- FROM CORNERS & MAX. 2i O.G 11) IFEXACTWINDOW. SIZE IS N07 LISTED IN ANCHOR CHART. USE ANCHOR OUANTIIr USTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO•D.12) GENERAL1450SERIESPICTUREWINDOWISSHOWN. TMS.PRNT ALSO APPLIES TO THE 1550 SERIES. G dMARBLE SILL $ TOOLELEVATION BT OTHERSVIEWEDFRGM EXTERIGP. C.4Tnr 96..CARm6011TX7SON P.O: BOX B1SM2•Ddkis: DI 75 CAULK BETWEEN WINDOW FLANGE OTHERS & PRECAST SILLWITH WLKEu pESW.11011BY INSTALLATION. DETAIL4EC.- IT6ADHESIVECAULKORSEIRIES1450/1550 FLANGE PW APPROVED EOUAL N/A SECTION 1 J ZZfl DATE SIN REVISION t:'111G g GE I:s SHEATHING BY OTHERS 8 INSIALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR---\ FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW — FRAME HEADER FXTERIQ BETWEEN FIN / 8 INSTALATION ANCHOR SCREW SHOWN (TYP.) CAULK BESHIM AS REO'D. di CAULK SHEG 2 X WOOD SEE NOTES) . BY OTHERS 1' MIN. FIN TYPE CAULY 'ETWEEN - EMBEDMENT WINDOWFRAMESHEAihFIN . JAMB BY O.—RS 2 X WOOD BY OTHERS T" MIN. EMBEDMENT SHIP AS REID. - SEE NOTES) - SHEATHING BY OTHERS f— WINDOW WIDTH EXTERIOR FINISH BY OTHERS FXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.- may . ANCHOR (TYP.) 0 0 01 0 0 J- 0 oe o Z SILL STOOLBYOTHERS O.C. MAX. (TYP.) O O EOUALLY SPACE WINDOW - ANCHORS ( TYP.) HGT", D 0 O / 0 PERIMETER CAULK SHIM AS REO'D. BY OTHERSBSCREW SEE NOTES) o o 6' MAX. (TYP.) INSTALATION 2 X WOOD ANCHOR SHOWN BY OTHERS I 6- MAX. (TYP.) TYP.) CAULK BETWEEN WINDOW FIN & ELEVATION EXTERIOR SHEATHING FINISHD.r R EMBEDMENT VIEWED FROM EXTERIOR'. BYOH— SHEATHINGSECTIONBY OTHERS arrnr '• !', i,l`•`. A lam. ''1 A M TT F.r1- 7- j T T 7 T GA 3 6JJCAZ : l SU$ S:GYII 1Vl'ilbE.- eR COMPARATIVE ANALYSIS & ANCHOR CHAHI WINDOW DESIGN PRESSURE No. OF /8 SCREWS NO. OF 0.090 DIA. NAILS SIZE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME MOTH/HEIGHT EXTERIOR INTERIOR READ SKl OLA. JAMB HEAD SILL O EA JAMB 16. X 30 109 109 2 2 2 22 32 22 16X 40 16 z 50 83 63 83 63so 223 2 2 2 3 20 X 30 86 86 . 2 2 2 2 32 22 24 20X 40 73 73 2 2 2. 32 4 20 x SO 2 X 60 59 4 59 482 22 1 26. X ]0 57 S 52 2, 22 3 2 23 28 X 40 52 46 2 2 3 2 2 4 28 X 50 X 30 x 30464 52 4522. 22 3 22 4 30 X 40 49 49 2 2 2 32 4 30 1 50 oz60 4] 43 4 2 2 2 2 1 30 x30 41 40 41 403 23 y. 33 38 X 40 38 X 50 40 40 3 3 3 3 3 4 AR k 4' 4 3 3 3 40 X 30 40 O 3 3 2 3 y 340 X 40 40 X 50 40 40 40. 33 1 3 3 4 S4 A49 3 4 4 4 1). SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SKM 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 THICKNESSMAYVARYPERTHEREQUIREMENTSOFASTME1300GLASSCHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO OUALIFIED. 6) HEREADS WATER WILL BERESI LIMITED0TESTP D DUE 70I ERT PRESSURE OF APPLIES, 0 1PSF ACHIEVEDINTEST. USING 7) 10ON: FINFRAMEWNDOWINWOODFRAMEOPENINGWINIWOByWOODSTUDS090N.ODIANAILSORdbSCREWSOFSUFFICIENTLENGTHOPRODENILI' EMBEDMENT INTO SUBSTRATE. 8) IF EXACT. WINDOW SIZE IS NOT LISTED N ANCHOR CHART, USE ANCHOR QUANTITY LISTED WAIN NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES i0 THE 1940 NSULATING GLASS 9NGLE HUNG SERIES. W: GuTa Rd. • c.-M L TE 75= • P.O. 9Az 819M • Da6es, ti fr p[GC. v ASSEMBLY DRaWNG SERIES 1140/1940 TDL SINGLE HUNG WINDOW A. c.•w A. uN[ 9 w A o•, c .wcA n/o5/ o1 $ GEN-0( L A. 1' MIN. SHEATHING EMBEDMENT BY OTHERS EAULK BEHIND FIN EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTMCRS FIN TYPEWINDOWFRANC HEADER GLAZINGSCENOTES) i EXTERIOR i J FlN TYPE li4 FRAME. SIL 1 PERIMETE BY OTHER EX7CRIDRFINISH BY OTHER CAULK B SHE ATM1+._ BY OTHERS 4311" r-WINDOW WIDTH 1/4• MAX. SHIM SPACE 2 X BY WOOD BY OTHERS SHIM AS REO'D. I 2 X WOOD BY OTHERS FIN TYPE WINDOW 48 INSTALLATION FRAME JAMB ANCHOR SCREV I' MIN. SHIM AS REO'B GLAZING EMBEDMENT SEE NOTES) 1/4, MAX. SHIM SPACE EXTERIOR PERIMETER CAULK BY OTHERS XDINSTALLATIDI EXTERIOR AN[HQR SCREW COMPARATIVE ANALYSIS & ANCHOR CHART VWINDOW DESIGN NCR OF 0.099 A. T CAPACITPRESSURY IN REOUIRElr O INCFRV DUl CD IN FRAME INCHES) VIDI M/MEIGH EXTERIOR INTERIOR HEAD L SILL E EA JAMB HEAD L SILL B EX JAMB 20 A 30 40 40 2 22 32 2 2 2 20 X 40 40 40 2 3 2 20XSOp . 40 440 43 30 a 30 40 40 2 2 32 3 30 : 40 40 40 2 3 2 3 30 X SO la . 60 40 4040 42 2 1 40 z 40x40 40 a040 403 2 33 34 40 x 50 a0 40 3 3 3 3 10 a 4 3 4 SO > D a0 40 2 34 3 SO x 40 a0 40 3 33 4 4 50 , 30 SO : 60 a0 4B40 403 4 S 40 1 40 4 4 FINISH FINISH CAULK BEHIND FIN OTHERS CENTRALFLOMA B.®.A.F. uMANUFACTURERSECTION2SHEATHINGBY OTHERS Sp4ill7 V T Tj r12' l!\{J('A R NAM: A/ rlMrnl (•/7 WINDOW VIDTH 7 CEr}A/E}BRy}L Lp AS MSTER11 Flu • WINDOW HEIGHT TWLOADAPPLIES. OUIREKITED TO4DASPSFWEDESIGNINOTERE STAN E TEST HERRCTI oCTER BE PRESSURE OF 6A PSF ACHIEVED IN TEST. 2) INSTALLATIOWFINFRANCWINDOWINWOODFRAMEOPENING WITH TWO BY VOOB STUDS USING48SCREWSOfSUFFICIENTLENGTHTOPROVIDEHIM. V EMBEDMENT 2a• OL INTO SUBSTRATE OR 0A99 IN Dl.1 HAILS. USE OUAHTITT LISTED IMX cTTPJIFEXACTWINDOWSIZEISNOTISTEDINANCHORCMMT. 3) L00 2 NEXT LARGER SIZE. 7> SHINHIMASREO'D. ADJACENT TO EACH IHSTALLnT104 ANCHOR WITH LARD BEMITIG pQM VINDCIV COLIALLY SPACE - ANCHORS (7 YPJ MAX. ALLOWABLE SHIM STACK TO BE 1/4% S) VINDOW FRANC MATERIAL ALU 41NLM ALLOY 6061 WINDOW FINATHEAD. S1Ll L JAMBS• HEIGHT HEIGHT 6) USE LATE% CAULK HEMiND 7) USELATE% CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE- PER REDUIRCNENTS6ASTNE1300GLASSCHARTS. STOOL BY OTHERS o B) GLASS THICKNESS MAT WART SINGLE GLAZINGISSHOWN. INSULATING GLASS ALSO QUALIFIED. T REWINDOWISSHOWNTHISPRIMALSO ERIEURE PICTURE 9) GENERALAPPLIESALUTO, INUMSSERIES SHIN ASRED' D. 6' MAX. RTPJ 0 0 0 0 0 I MAX (TTP) -+•• I I,* MAX Z! K.BSHIMSPACE FLEVATION INSTALLATION VIEWED FROM EXTERIOR ANCHOR SCREW 2 X WOOD BY OTHERS rS O DATE TrM `REVISIDH 1001 B. Crosby Ed. • CorreOae. 1S Z5006 • P.O. Bt° BIm • Id- 11 pM'vPL Ktw). Tm. INSTALLATION DETAIL SERIES LIOO/1900 FIN PV CAULK BETVEE WOOD BUCK L MASONRY GP E N: BY .DINERS CAULK BETWEEN WINDOW -I FLANGE L WOOD BUCK COI1CRRIE ER MA$ONT OPENING By DINERS i WINHEI L I i WIND BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXTERIOR GMT FLANGE TYPE - WINDOW FRAME SILL PERIMETER CAULK BY OTHERS ONE BY VOOD NOTfc. -- nIu 1AOTx--+•1 i/A• MAX. mod' BUCK BY OTHERS. - 1) SHIM AS REO•D- AT EACH INSTALLATION ANCHOR USING LOAD BEARING SNv. MAX. - SPACE ALLOWABLE $Ma:/ STACK TO BE 1/4 - - SM1M A1-1SREO'D tI,EMILI. MIN. INSTALLATION ANCHOR - (SEE NOT I EMBEMENT 3/16' DIA TAPCON B) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. - - 3) USE LATEX. CAULK REMIND WINDOW' FLANGE AT HEAD. SILL @ JAMBS. FLANGE TYPE CALLK BETWEEN A) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. WINDOv FRAME WOOD BUCK L SHIM AS REO'D 5) GLASS THICKNESS MAY vARY PER THE REOUiREMENTS OF ASTM E1300 GLASS CHARTS. - JANB MAST OPENING SEE NOTES) 6) DESIGN PRESSURE CAPACItY OF WINDOW L INSTALLATION IS LIMITED Ir.A0.0 PSF. (1 BY OTHERS 7) rOR INSTALLATION OF FLANGE FRANC WINDOWS IN CONCRETE DR NASOK•Y OPENING. USE 3/16' DIA. IAPCDN TYPE ANCHORS Or SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4• EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS L BA' MC- MAX. 1-1/i• MIN B) BUILDEEN. GOWN.AROLWD CURVED PORTION Dr. WINDOW FRAME TO BE ENGINEERED BY OTHERS. d EMBEDMENT WINDOW DOWN MUS7 BE or SUFFICICNT STRENGTH TO ADEOUATELY TRANS•ER LOAD FROM WINDOW TO THE STRUCTURE. INSTALLATION ANCHOR 9) ELEVATIDNS SHOW COMMON CDNFtGURATIDNS. IT IS NOT INTENDED TO LINIT USE OF THIS GLA21K(TIP. Q 3/I6' 01A TAPCONTT1/A. PRODUCT TO THESE TWO CDNFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS SEE WGIESI 1 SHIM SPACE THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FIiED WINDOW TRAINING SYSTEM. ONE BY WOOD 7 7.7,t 7 ,( a PERIMETER CAULK BUCK 8T OTHERS lJ NTPL L . S LVRMA B.O.J -F. BY OTHERS iL117 l _ CAULK BETWEEN 1T1.!'L.L\USrYC URM Nam. EXTERN FINISH WINDOW FLANGE T By OTHERS WOOD BUCK NKOW WIDIH CONCRETE OR MASONRY OPENING SECTION 2 BY OTHERS GLAZING (TIP. SEE NOTES) CKHEIGHT SHIM AS REO-D SEE NOTES) ONE BY WIIDD I.,' MAX. SHIM SPACE EXTERIOR FINISH 4 GBYDIMMERS CAULK BEIVEEN WINDOW 1-1/4' MIN. FLANGE L WOOD BUCK EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16- DIA 7APCON IT OTHERS - CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS SECTION 1 ELEVATION VIEWED FROM EXTERIOR j n 7 7z—rfL HEIG.T HEIGHHT / 2 2 I WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR L TO01 M. CmLOT Rd. • C-AB - TB 750% • P.O. &1 81-- • DaBm. TB 75581 I AVI INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW I — n c-.. A. U-C I N/A mo- R.YX m.c ` N-1 oTE <.13EvSsiDM 4 a. Ea _ 3/20/02 B I GEN—OD25 SHEA NNG Br CMERS I- MIN EMBEDMENT CAUUc BEHIND FIN I EXTERIOR FINISH BY OTHERS PERIMETER CAUL( BY OTHERS I FIN TYPEFRAMEHEADER j GLAZING (TYP.) _ Ex7EelD5 - I SEE NOTES I I FIN TYPEFRAMESILL IPERIMETER CAULK BY OTHERS 8 INSTALLATION ANCHOR SCREW (TIP.) EXTERIOR FINISH BY OTHERS I CAULK BEHIND FIN SHEATHING BY OTHERS BUILD DOWN BY OTHERS r F8 INSTALLATION ANCHOR SCREW (TYP.) SHIM AS REOT). SEE NOTES 1/(- MAX. MS SPACE IDESIGN PRESSURE CAPACITY OF WINDOW A INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO By WOOD STUDS. USING 0.099 IN. CIA NULS. PLACE .099 NAILS 6' FROM CORNERS MAX. & B' O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING AM SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 IN. EMBEDMENT INTO SUBSTRATE. PLSOE SCREWS 6" MAX. FROM CORNERS At 2,' CC MAX. BETWEEN. A) SHIM AS REO'0. AO.MCE.NT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM- STACK TO BE 1/4 . WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. S&L k UAMBS. 7) USE LATEX CAULK FOR FERSIETSR SEA*aROUNO EXTERIOR OF WINDOW FIANCE BJ GLASS THICKNESS MAY vARY PER THE REOUIREMENTS OF ASTM E13W GLASS CHARTS 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME 70 BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEDUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTuRE 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. R S NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE T100/T900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM.y FLOREDA B F MANUFACTMA NAME: i FNEIET:a L, dJ /,M /n//IM MASTER ILE # . WINDOW _ F wINOOw WDTH =i HEIGHT WINDOWHEIGHT I/I- MAX. 2 1/A- MAX. `%% SHIM SPACE Two BY FRAMING N 511N AS REO'D. BY OTHERS . FIN TYPEFRAMEJAMB Y MIN EMBEDMENT EATING BY OTHERS GLAZING (TYP.) CAULK RERIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS EEIEB(DB /6 INSTALLATION ANCHOR SCREW (TYP.) WINDOWWIOiN PERIMETER CAULK BY OTHERS SECTION 2 wNDOW WIDTH — WINDOW HEIGHT O' O T I 0 91N SPACE AS RE09. ELEVATION SEE NOTES ELEVATION VIEWED FROM EXTERIOR VIEWED FROM EXTERIOR 1- ARN. 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 1001 W. CmfLT 914 • CWNMRWL TX 75M . PA. Bm 619M • 0wokIL TX . 7 DW FIN INSTALLATION DETAIL DESIGNER SERIES 1100/1900 PICTURE WINDOW SB N/A 1X 0.1, O.4. WMNO " d3 26-cZ -,TE S.MIRE-. - _... eT -E-- — - -- 3/11 /02. _8.... GEC.. .. CAULK BETWEEN WOOD ONE BY WOOD COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHAK) pr, BUCK @ MASONRY - - BUCK BY OTHER DESIGN PRESSURE 1APCON ANCHOR LOCATION OPENING BY OTHERS NSTALLATION ANCHORINSTALATICPA. N ANCHPCON BUCK WID1H 1/ MIN. WINDOW SIZES , EMBEDMENT INCHES CAPACITY IN PSF REO•D. IN FRAME ONEEKBy WOOD FLANGE TYPE$ HIM 71:/4HIYSHINA$ REO'D. WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS AS RECO WINDOW FRAME E MA)t. SEE NOTES) 24 x 12 40 110 H.K A,G CAULK BETWEEN WINDOW SEE NOTES) IAMB Q 67 HA A,GFLANGEtWOODBUCKQCONCRETEOR24x2440 MASONRY OPENING 24 36 40 45 H,K A,G d BY OTHER x 40. 40 H,K A:GOPENw i i/°" LW1• Q 24 x 48 MASONRY By OTHER EMBEDMENT INSTALLATION ANCHOR 36 x 12 40 85 H,K A,G 1 3/16' DIA TAPCON 36 x 24 40 45 H,K A,G l PERIMETER CAULK 4 36 x 36 40 40 H,K A,G BY OTHERS _ CAULK BETWEEN 40 H,K A,G L/ SHIM - I WeD00 aueK m 36 x 42 40 WINDOW WIDTH ^' MASONRY OPENING 35 48 40 40 H,K A,G EXTERIOR FINISH BY OTHER PACE MAX. BY OTHERS x 36 55 40 40 H,K A,B F,Gx EXTERIOR 77 HA A,G PERIMETER CAULK CAULK BETWEEN EXTERIOR 48 X 12 40 FINISH H,K A,GBYOTHERWINDOWFLANGEBYOTHER48x244040 . wDOR'BUCK - 48 x 36 40 40 H,K A,G n""OW TYPE 40 40 H,K A,G FRAMEHEADR BOCKHEIGHT 48 x 42 _ SECTION 2 48 x 48 40 40 H,K A,G WINEI OWHEIGHT EXTERIOR 48 x 55 40 40 +i,K A,B,F,G A,GFLANGETYPE WINDOW FRAME 60 x 12 40 73 H,K ANCHOR (TYPJ _A,G244040H,K SILL 60 x H. A,G K 60 x 36 40 40 H HK AG PERMETER CAULK BY OTHER WI HE D G Q PRE CAST SILL_ r BY OTHERS CAULK BETWEEN WINDOW FLANGE k PRE CAST SILL WITH VULKEM SF -TION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTE4 N I HT C DOWGHT B 1 WINDOW 60 x 42 40 40 Or 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 1 70 H,K A,G 72 x 24 40 40 H,K A,G F 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 2 72 x 55 40 40 H,K B.C.D,F.G G , MANUFACTURER NAME: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAIL W'DTH , ALLOWABLE SHIM STACK TO BE 1G4' Z) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 ELEVATION I MASTER p 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND AAMBS.SILL MUST BE MASTER FME # . O ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL VIEWED FROM EXTERIOR_ APPLICATION OF YULKIM 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 FLANGEAffimw ON4 w6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS -OF ASTM E13DO CLASS CHART - ' SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED. 7) GENERAL ALUMINUM'S 148D SERIES MODIFIED SLIDER 15 SHOWN. THIS PRINT ALSO APPLIES TO - IWi • Clmq Id.• L°ROBR Q 71O°S.FIl M 1+5072.8F1n IS iSAt THE 1580 SERIES MODIFIED SLIDER INSULATING CLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE INSTALLATION DWG. MASONRY W/ ONE BY BUCK 3/16- DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIOE MIN•1-1/4 EMBEDMENT INTO SUBSTRATE SERIES 1480 MODIFIED HOR120NTAL SLIDER WINDOW AT LOCATION SHOWN ON CHART. 9) SEE ELEVAT10N5 FOR KEY TO TAPCON LOCATIONS paw CPMD KA[ 10) 'INSTALL F6 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MN, EMBEDMENT INTO WOOD BUCK AT ALL' Ba N/A FAFACTORY APPLIED NSTAtLAMON HOLES WHERE TAPCONS ARE REO'D. pll Wli NAM[ 11) R' EXACT WINDOW SIZE IS NOT LISTED N ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT I OA TC LARGER SIZE 7/20/QZ I GEN0027 . n..xo IWeMP xuelm• cnw', 10 wxw..N>... ..• >urt ra <.x•.o.. nww m.s ..oH t•AI 60 x 42 40 40 Or 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 1 70 H,K A,G 72 x 24 40 40 H,K A,G F 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 2 72 x 55 40 40 H,K B.C.D,F.G G , MANUFACTURER NAME: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAIL W'DTH , ALLOWABLE SHIM STACK TO BE 1G4' Z) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 ELEVATION I MASTER p 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND AAMBS.SILL MUST BE MASTER FME # . O ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL VIEWED FROM EXTERIOR_ APPLICATION OF YULKIM 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 FLANGEAffimw ON4 w6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS -OF ASTM E13DO CLASS CHART - ' SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED. 7) GENERAL ALUMINUM'S 148D SERIES MODIFIED SLIDER 15 SHOWN. THIS PRINT ALSO APPLIES TO - IWi • Clmq Id.• L°ROBR Q 71O°S.FIl M 1+5072.8F1n IS iSAt THE 1580 SERIES MODIFIED SLIDER INSULATING CLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE INSTALLATION DWG. MASONRY W/ ONE BY BUCK 3/16- DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIOE MIN•1-1/4 EMBEDMENT INTO SUBSTRATE SERIES 1480 MODIFIED HOR120NTAL SLIDER WINDOW AT LOCATION SHOWN ON CHART. 9) SEE ELEVAT10N5 FOR KEY TO TAPCON LOCATIONS paw CPMD KA[ 10) 'INSTALL F6 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MN, EMBEDMENT INTO WOOD BUCK AT ALL' Ba N/A FA FACTORY APPLIED NSTAtLAMON HOLES WHERE TAPCONS ARE REO'D. pll Wli NAM[ 11) R' EXACT WINDOW SIZE IS NOT LISTED N ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT I OA TC LARGER SIZE 7/20/QZ I GEN0027 . n..xo IWeMP xuelm• cnw', 10 wxw..N>... ..• >urt ra <.x•.o.. nww m.s ..oH t•AI SHEATHING CAULK BETVFEN FIN - SHEATHING 2 X FRAMING BY OTHER k SHEATING BY OTHER BY OTHERS t' MIN EMBEDMENT CAULK BETWEEN 1/4• MAX. SHEATHING k FIN 5 SCREW :NSTALATION Hlu .a REdD 5MM SPACE BY OTHERS NOTES) ANCHOR (TYP:) 2 X FRAMING SEE EXTERIOR FINISH BY OTHERS E. OTHERS FIN TYPE _ T'MIN. 1/4' MAX WINDOW FRAME EMBEDMENT BY METER CAULKBYOTHER SHIM SPACE JAMB 7 SCREW INST'ALATION FIN TY=E ANCHOR (TYP.) Vr..NDO'N SHIM AS REO*D FRAME NEARER SEE NOTES) - WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS EXTERIOR FIN TYPE SECTION 2 WINDOPRAWEw SILL 6-NAX.(TYP).— EOUALLY SPACE 6- MAX.(TYP) ANCHORS (TYP. 0 SILL STOOL JAMBS) BY OTHER PERIMETER CAULK 1/4• MAX. BY OTHER SHIM SPACE SHIM AS REO•D 08 SCREW (SEE NOTES) - VANDOW \ IN Er,:OR IJN \ ANCrOR (TYPE HEIGHT \\\` 2 X FRAMING \ BY OTHERS - \ xTEt:OR BY0- TBY0-iERS CAULK 'BETwEEN WINDOW FIN & OLSHEATHING COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART WINDOW SIZE DESIGN PRESSURE 18 SCREWS REOD. 099 NAILS REOT). INCHES CAPACITY IN PSF IN FRAME IN -FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACK HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24.x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 . 36 x 12 40' 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 4.0 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 4 5 60 x 12 40 73 32 60 x 24 40 40 32 60 x 36 40 40 33M3660x42404033 60 x 48. 40 40 34 60 x 55 40 40 35 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 4.0 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 3F I 5 nn TTr44t0,T a.r.I"IIlII1.L'fLT TG4(0 { pq (^4pJC•J'111111IJL A T LJY.l9.tp F— Ike I Y,EA UNG 3Y C"HER 1' MIN. T,6 7 W EMBEDMENT . M'i Ij`'W`URE iVtTll'Fa. : SECTION 1 ANGHOR cTY.) 4'Gn/'i.G u li/vim GE::ERt_ NOTES: 24. O.C. ' 1) Sry AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD MAX•(TYP). MASTER iJLYZ # A BEARING SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4•. - 2) W:.DOW FRAME MATERIAL ALLOY 6063 - _ WINDOW VIDHT . 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL k JAMBS. I I 1 1A 4) USE LATEX CAULK FOR PERIMETER SEAL AROJND EXTERIOR OF WINDOW FP 4ME. 5) G_ASS THICKNESS MAY VARY PER THE REOU!?EMEVTS OF ASTM E1300 ELEVATIONS"41.E GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED, '' s ?.t ^ S r ` 1W1 Jr. C,.*. WL. cwr om D 75m -PA. I" aim".11426 n 7m6) DRaMNO APPLIES TO INSTALLATION OF FIN FR4ME WIN:OW N WORD FRAME OPENING VIEWED FROM EX TERIOW' - •• LWWO E:> 08PACMDE WN; USING 9DM.ENT INTOSUESTSRi-Z6 SCREWS OF SUFFICJENi - i., ? INSTALLATION. DRAWING WOOD FRAME STRUCTURE 7) IF EA -CT WIND71Y SZE IS NOT LISTED IN CNART• ,SE ANCHOR OVANTITT LISTED WITH SE:LES 1190 /1980 MOD: HORIZONTAL SUDEER NE1 LARGER SIZE. 8) FFµALN _•.ERANLWS 1150SERIES HORIZONTAL a' DER A SHOWN, TMS PRINT ALSO DR."n`D kµt Ar-'ES TO Tr. 1950 NSULATIND CLASS HCRQOi:TAL SLIDER SERIES, - — BB N/A DATE ORH NVICII 03 a01 ,.Lo. 1[V. TI 103/tt/02 I GENA9-DO2! olTc s. RTMROII as nx..ro w . moo NAa0.aa. Ixw :so .+cl...a.. •.- wZ ss4 w--.a. lam• sxT.s •,AL tear, an-cia R.. t•ar; sc-sas N°` GEN-0452 MULLION ANCHOR BRACKET - WINDOW FRAME JAMB TYP.) SECTION EXTERIOR INSTALLATION ANCHOR' TYP.) MULLION II I DIE NO. 1445 I 11 I II I II MULLION I II I ANCHOR BRACKET ,} % I CF,NTRAL IFLOFJDA B.0® MANUFACTURER NAME: TER EIL.E # 4 8 SELF TAPPING a ° SMS (TYP.) 4 SUBSTRATE MULLION DIE NO. 1445 A -A w ELEVATION SECTION INSTALLATION ANCHOR TYP.) i SEE NOTES a ° #2 & #3 F-- 1-7/8" B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N IA 1.445, 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 L7H. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION DIE N0. 1445 DRN: JS AFRVD: - DATE: 3/1 7 /02 AREA: - - W7/FT: - - - - SCALE: HALF MAIL:- _ _ - DWG N0 GEN-0452 FLORIDA 527tb PHONE a07—BOS-0365 FAX 407— PREPARED BY: ,PROCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY. HEATHROW. 805—OSbb DU Pie GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM. FLANGE HORZ. MULLION MULL SPANS WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY. PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 W5-0366 CA020039 12-Jan-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497- 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 220 200 180 164 162 5t204 211 192 172 156 153 5 158 143 127 112 108 6 7 11.7 106 92 79 76 CHART APPLIES ONLY TO MULLION #1"6 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 8Y: PRODUCT & APPLICA7 ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020122 SUITE 250 HEATHROW, FLORIDA 32746 FEB.19, 11 PHONE 407 W54M I FAX 407 806413W 02-0217 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 Y FLANGE VERTICAL P.W. SIZES WDWr WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 7ra.000 1609 1491 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 48.000 268 211 192 172 156 153 204 158 143 127 112 108 60.000 153 117 106 92 79 76 72.000 CHART APPLIES ONLY TO MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020123 SUITE 250 FEB. 19, 2002 HEATHROW, FLORIDA 32746 02-0217 PHONE 407 805-03651 FAX 407 805-03W r •, u 4A,,ji '!e ano0 r , MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) SECTION STALLATION VCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET. MULLIUN DIE NO. 1446 A- A MULLION GIE N0. 1446 INSTALLATION ANCHOR TYP.) v T11.1- SEE NOTES a #2 & ##3 v I SUBSTRATE SECTION B BJ y. S J`jTTye 66 FLORIDACENTRAL O.A.Fo y r -. .- AJ7. EXTERIOR ELEVATION MASTER FIL ' # ' NOTES: rtt 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND. OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION IN4STALLATLON DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE 'USING ##10 - : vw.,_ DATE 3/1- rAREA: DRN: SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD -- JSDwc NaFRAWNG. wT/FT: scALE: ,HALFn. _ GEr, PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32746 PAONE 407-805-0365 FA% 4C7-lc5-O3°3 I /A• MAX. SHIM SPACE INSTALLATICN ANCr£R SHIM tS RE•D' DEn 1NSTALLATION ANCHOR DOOR WIDTH TWO BY v000 R8 SCREW LSEE•NOTES' R8 SCREW Irl/8 HIM, BY OTHERS We By WOOD SHEATHING - EMBEDMENT BY OTTERS BY OTHERS CALL. BETWE IMF TWO BY WOOD SLIDING GLASS BY OTHERS DOCR FRAME CAULX BETWEEN 1 SHEATHING IAMB / HOT9C STRIP L SHEATHING SLIDING GLASS DOOR . I . SHIM AS REO.0. HOOK STRIP r 1/4' MAX. (SEE NOTES) 1 SHIM SPACE I INSTALLATION ANCHOR L I-L/D' MIN. R8 SCREW ENEEDMENt I-1/8 H1M EMBEDMENT ZTE-EqED GLASS CAULK, BETWEEN STUCCO 'I", DOOR FLANGE OR SIDING - L SHEATMING BY OTHERS SLIDING GLASS DOOR FRANE SHEATHING PERIMETER HEAD B7 OTHERS CAULK BY - . OTHERS SHEATHING PERIMETER BY OTHERS CAULK BY TEMPERED GLASS OTHERS - 4TYP STUCCO OR SIDING TEMPERED OR L SIDING - By OTHERS GLASS (TYP.] ET OTHERS SLIDING GLASS DOOR - A :..INTERLOCK 4.Y.t .i•...,+ .T .+•.. n •'` DOOR I'lkI, • HEIGHT SECTION B-B HOOK STRIP DETAIL A l+•L.11_- • mil il]- .. ._ I i) r % 1 INSTALLATION SORE J•1 ALLOT iR612) AR 1-1/1' OTACK ) UTi RE Al U ATtNT LENGYM TD ASILL NIN C.EhCNT 6 1-VCt' INTO V006 T-C-M TYPE INT7CDNC T Or 1-t/{S AT SILL MUST REp1ralLl•TION CANCMRTOCNARTEOM SAOCI; CfMSM r.CCT Va• INTO w-SOMIi DR CDICTKTLA) USE StLICONI2CD ACRYLIC CAULK KIND DOOI fLawGC AT READ L ywEi W USE SILICC MtZED KRnIC CAca.R rOP PERtKTCR SEAL AROUND ""' ? DOOR.. . i) IT C.ACT D= SIZE IS NQT LISTED In AK)dC CHART. USE ANCHOR OUwTltr LISTCO vtiN NEXT SLIDING GLASS , LARGZR sr_E. OR SIZES AUSE CLOSEST KSIGN PRCSSI S RE767) LArl POCRE7 . ro SIZES USE CLOSEST LTPaS1 DOOR SIZE L Cd IWRATCON TD r11.ISKD CPENING DOOR _FRAM[ _ B B PLACE INS7 AluTION ANCWtS. IN "UNT Or NOOK STRIP AS SHOWN SILL D) GLASS T.tCRNCf2 w.T WART ER RCOu1CO CAAS 1 ASIRtM EI]m GLASS CARTS . f) DOOR UNIT IS APPRpvEO USING tL.R'EACO CLASS IN TINGLE GLAZED OR INSULAi1NG GUSTla) UANR / SILL CpNGRS ARE TO K SLALCD WIT. A SwLL JOINT SCAN SCALER p I Il) SNIN AS REPO AT CA SET Or INSTALLATION ANCHORS L. ALLOWARLC SHIM S"CR TO E I"' l2) All INSTAIVTIDI AKMRS MUST K wK Or CORROSION RES{STaNT NATCRIALL. A {]) " IRE •A• RCPRCSEMTS .OWING P. AND 'O' RCPRESENTS rlaED PANEL APPROWCD COK{GURA7ICK ARC AS LISTED C. ACAIR CHART ON IAOc Or T , THEET, EMBEDMENT EXTERIOR ELEVATION "' SECTION' ON''A-- I^R K STRIP XTLISTED -W E IL APPLY To IMSIALLLAATION ALL DROVED 1 V IS) ILOR{DA EZTRUDQL' Imo SQtES SLIDtK CLASS DOOR IS SHOWN IRIS. PRINT. ALSO AM_1ES TO A d A 1-1/4' M!ft 2 PANEL DOOR SHOWN I m SERIES AND SOD SQIES. 1 A dAv REVIDESCRIPTION DATE I INI - L P I D A EXTRIiDERS LIBERALLY APP_Y _ _ IN. 1 . INC. SANFORD FL. CAULKING UNDERSILL OR SET SILL, IN BED !HSTALLAT!CN ANGER I I TITLE: SLIDING GLASS DOUR INI '. OF c_Ncx ,E a/Is• DIA. TAPcoM Iv7/• INSTALLA T IuN WI I H 1=3 SCREWS SECTION ' A -A i !! DPaWPI 5Y:58 ppPP.OVED BY: Ft I NO2 I j ATE: i'c::i/Gi ISC.LE: NT: IDi G r' L am.... ` 5 I 8 SCREW INSTALLATION ANCHOR _CHART.. NOMINAL DDOP. QUANTITIES IN HEAD 6 SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND DOOR SIZE UP TO 46 PSF TO 61 PSF TO i UP TO a6 PSF TO 6l PSF TO UP TD ag a6 PSF TU 60 61 PSF i0 70 CpNFIGURATION a5 PSF EO PSF 70 PSF I a58 SF 60 P8SF 70 8SF NSF NSF 4SF 4068 XX, 0x, x0 48 x 80 6 b 6 8 8 8 4 4 4 5068 XX, OX, x0 60 x 80 6 6 6 8 8 8 4 4 4 6068 XX, OX, XO 72 x 80 8 8 e 8 8 8 4 4 4 8068 xx, x, x0 96 x 80 10 10 10 8 8 8 a a 4 1006 xx Ox XO t20 x 80 6 6 10 10 10 5 5 5, 5080 XX, X, XO 60 X 96' 6 8 8 10 10 10 5 5 5 6080 xx, 0x, XO 72. X 96 8 10 i0 10 10 10 5 5 5 SOSO Xx, OX, XO X 96 10 10 10 t0' 5 5 5 0080 XX OX X 2 96120x ' 6 12 12 12 6 6 6 50100 xx, Ox, X0 60 x 120 6 b 8 8 12 12 12 6 6 7 60100 XX; 0X, XO 72 X 120 8 12 12 12 6 7 8 XX X xn, 9068 XO 96 X 120 109 1/8 x 80 12• 10 12 12 8 8 8 8 4 4 4 4 a a 12068 OX 145 1/8 X 80 14, I 14 14 8 8 8 8' 8 4 q q 15068 Ox0' lei 1/8 X 80 16-:. l6 16 10 10 10 9080 XO 10 i/8 X 96 12 12 12 10 10 5 12080 DX 145 1/8 X .96 14 14 14 10 10 10 5 5 5 15080 Ox I 18l 1/8 X 96 12 12 12 5 7 8 90100 Ox0 109 1/9 x 120 12 12 12 12 12 12 . 5 7 120100 0XO 145 1/8' X 120 4 4' 4 B 8 4 4_ 4 9068 XXX l06 5/8 X 80 12 ' 12 12 q 4 4 12068 XXX 142 5/8 X 80 14 14 Ia 8 E a a q 4 7''' 15068 Xxx 178 5/8 X 80 10 10 10 5 5 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12OSO Xxx lag 5/8 x 96 14 14 14 10 10 10 5 15080 xxx 17S 5/8 X 96 16 16 1 1 1 6 7' 8 90100 xxx 106 5/8 X 12Q 12 t2 12 e 12 12 I 12 I 5 7 8 xxx 142 5/8 X 120 e a 8 8- .' 8 4 4 4 10068 XXO.' 119 5/8 x 80 12 12 12 I 8 8 4 a 4 12068 DXXO 143 5/8 x BO 14 14 14 8 8 4 4 4 16068 GXXD- 19l 5/8 X 80 18 18 to 3 I xx x b 12 12 12 0 10 I 5 5 t2080 pxXO 143 5/8 X 96 14 14 14 1Q 1p 10 5 5 5 6080 OxxO 191.5/8 X 96 t8 18 t8 1 1 b 8 1c 12 I I160100OxXO1435/8 X 120 14I 14I I 12. 12 12 6 7 8 160100 GxxO 191 5/8 X 120 18 18 19, 4 1 XXXX 4 X b 12 12 12 tl 18 I 4 4 12068 XXXX 114c 1/4 X 80 I 14 I 8 8 4 a 4 t606B xxxx lei 1/a X l?0 16 16 16 1 1 10080 XXXX 11 1/4 X b 12 I 12' 12to 14 I 10 1010Iii5 EXTRUDERS12080xxxx xxxx 141 1/4 X S6 189 1/4 X 96 I 14 i 14 16 6 10 110 5 5 5 FLORIDA IN T IN. SANFDF D. 16050 i00100 xXXX 1l 1/4 X 120 16 12 12 12 12 2 10 12 12 12 5 7 8 DCG2 120!00 XXXX lal 1/4 X 120 14I 14 1+ I I 1 la c_ 7 P T"L& SLIDING GLASS wlT' ^8 SCaEvS 160100 XXXX 8S !/4 X !20 15 6 19 INSTALLATION ia I,NCHCR NC=SINV NG T,/T4'O Sy USSAME R AI- N-: T: ouc m Fl x_[27 CIVIL N.i 1 ct' MrSSUK CONCRETE OR SHIM A$ RS•C'D INSTALLATION ANCHOR - Lj 1 ' MASONRY OPENING (SEE ILTES) 3/lb' DtA, TAPCON 11 / L pY CiMEZS — 4L- 1/A' M11 SHIM SPACE t 1/A' MIN. CONCRETE DR j CAULK -RETVEEN _ INSTALLATION ANCHOR - l. ByMASONRY OPENING I DOOR [LANCE + 8 SCREW IiTP. vrERE 1 - EMBEDMENT HY OTHERS B, voon 9UCK a IAPCONS ARE NOT RED'D.) ONEI' ^yCAULKBETWEENDNE3YWOOD [HULK $ETVECN PERIHCTER VOOD.BUCK t RUCK HT OTHERS BUCK BBY DINERS INSTALLATION ANCHOR WOOD BUCK L CAULK BY, NAS•Y. OPENING 3/16' DIA. TAPCON NAVY. OPENING OTHERS BY OTHERS 11/<' MIN By OTHERS EnBE DnENT SLIDING GLASS V CAULK RETVEEN STUCCO Q DOOR FRAME By TIf.RS I - CAULK BCTVEEN SLIDING GLASS DOOR HOD( STRIP l C 1/A. MAx JAMa V WOOD BUCK ILHOOK STRIP WOOD VD BUCK v D r SHIM SPACE HAS'Y. OPENING I Q BY OTHERS SHIM, AS REO•D. 1 1 (SEE NOTES) 1-1/+' MIN. EMBEDMENT Q G Q INSTALLATIONIA ANCHOR11t„J 3/16' DIA TAPCON TEMPERED GLASS p CAULK BETVEEN - e TYP.) DOOR FLANGE INSTALLATION ANCHOR L VOOD BACK RS $[REV tTYP. VHERE - To.PCDNS ARE NOT RMD SLIDING GLASS PERIMETER _ ONE By WOOD I DOOR FRAME CAULK BYI BUCK HT OTHERS ! CONCRETE ORHEADOTHERSMASONRYOPENING STUCCO BY OTHERS- BY OTHERS . f— S.G.D. VIDTH U CD t++ TEMPERED - 0 B.O.bs.TEMPERED GLASS , ETYP! GLASS (TYP.) SECTION B4AN FAC11RR• sLIDiHG GLASS DGR DOOR A., INTERLOCK - HEIGHT MASTER L•T7.7. _ HOOK STRI-P DETAIL { A 1SLtiJ 11`iil l• iL+SJ )) HATERIM.• ALYNINUN ALLY i061 . . 2) TAPCON TYPE INSIALLATCON .NCKORS MUTT BE OF SUFFICIENT LENGTH TO ACHIEVE 1R)L CMDCDEHTM Or 1-1/4• INTO MAS"Y OR CD Mlr 3) ALTERNATE IAPCON INSTALLATION ANENUIS FRONT TO BACK IN ALL FRAME H[HBERZ A) IAPCCN ANCHOR CHARY ON BACK Or THIS L[CT. - - S) USE SIUCEMZED ACRYLIC CAULK BEHIND WOR fLAAIGE AT MEAD L JANBZ 6) USE SILICDN17EO ACRYLIC CAULK FOR PERINCTER SEAL AROUND EXTERIOR Or DOOR 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART- USE ANCHGR QUANTITY LISTED VI 7HNEXT. LAR= SIZE. rO) THE AP ROPRIATC DESIGN PRESSURE RCO'1 D) rat POCKET DOOR SIZES USE CLOSCST BYPASS DOOR SIZE L COM-r1GURITISM TD'FINISIE:D OPENING. PLACE I/JCD4, IN FROM Or HOOK STRIP AS SHOWN r GLASS TMICKMESS MY WART PER REOuIREKNTS Or AST" [ANC GLASS CHARTS, f0) ALL FACTORY APPLIED NGLES NOT DESIGNATED rOR TAPCON ANCHOR SHOULD BE FILLED WITH K8 SCREWS SLIDING GLASS - / / 3 ! or sVrrICIEHT LENGTH TO PRDWIDE Him V0- EMBEDMENT 1M0 vOOD IUCK ' 06R FRAME IO DOOR W17 IS APPRDVCD USING TEMPERED GLASS IN LINGLC GLAZED OR INSLZATIK [LASE SILL 72)L JAMI A SILL CORNERS ME 10 BE SEALED V17M A SHALL JOINT SCAM SEAI[t. 13) SNIM AS RLD'D, AT EA. SET Or INSTALLATION ANUORL MR ALIOVAIIC SN1n STACK TO BE 1/+•• IA) ALL INSTILLATION AHCNORS HUST BE HIDE Or CORROSION RESISTANT wiER1ALS. L!) — ERE •I• REPRESENTS -OWING PAMCL AND 9' RCPRCTENTS rIXCO l NELSHE APPROVE! A C 1 ALLU DWI ARE AS LISTED ON ANCHOR RCHART ON BACK S THIS SHEET. 16) -Ol ALL [DES ARE IONS LISTED IBDV[ ARE ARTSHOWN ON THIS DRAWING. HOWEVER INSTALL EXTERIOR ELEVATION SECTIONS 'A-#% •B-B• L HOOK STRIP OCTAL APPLY TO IHSTALLATION OF ALL APPROVED 2 PANEL ODOR $MOWN CO" jQKRATIDM. I - EMBEDMENT - i» INSTALL ONC TMLT)M- IN EACH PAIR (KTORY APRICD INSTALLATION HOLES UNLESS )DYED C, A A ff A 1-1/5' MIN- - _ OTHERWISE ON ERSI [SERIE TEE RINK GLASS THISSHEET. THIS PRINT 'LSD APPLIES TO G • lU f2= S EXTRUDERS it100 SERIES SLIDING GLASS OmR 12 SMOVM 2000SERIESANDS00SERIES. G A A ° REVI DESCRIPTION DATE INN Fr jN UDERS LIBERALLY APPLY - 1 L P I D A. INC.7SANIFORDCAULKING UNDERSILLORSETSILLINBED1NSTALLATIGNANCHORTITLE: SLIDING GLASOROF CONCRETE3/16' DIA. TAPCON ,SECiiON a -a I I INSTALLATIONH TAP I DRAWN BY: BB ROVED BY: In ) 7C /f11 -Icr.1 r. tJTC nu r Q ANCHOR NOTES: TAPCON ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD S SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO PSF UP TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF SIZE AND SIZE CONFIGURATION 45 PSF 60 P;F 70 PSF ' 45 PSF 60 PSF 70 4068 XX, OX, XO 48 X 80 3 3 3 4 4 4 3 3 3 4 4 a 5068 XX, OX. x0 60 .X 80 3 3 3 4 4 4 4 4 4 3 4 5. 6068 xx, Ox. X0 72 X 80 4 4 a a 4 3" 4 5 E066 xx, Ox. XO 96 X 80 5 5 5 4 3 4 S 10068 Xx Ox XO 120 X 80 6 7 > a a 5 4 5 a 5 6 50SO Xx, UX' x0 60 X 96 3, 3 3 5 5 5 a 5 6 6080 xx, Ox. x0' 72 X 96 4 a 4 5 5 5 4 6 6 S080 xx, Ox, XO 96 X 96 5 5 5 5 5 5 a 6 6 00 0 xX X x 120 x 96 6 F 7 6 6 6 5 6 7 50100 xx, Ox. X0 60 X 120 3 3 3 6 6 6 6 I 7 8 60100 xx, DX. X 72 X 120 a 4 4 6 6 7 (DI) 6 8 9 xx. x 96 X I20 5 a 3 4 5 9068 x0 109 1/8 X SO 5 5 6 4 4 3 4 5 12068 Ox0 145 1/8 x 80 7 17 9 (D2) 4 4 4 4 5 15068 Ox0 181 1/8 X 80 8 4 _ 4. 4 4 9080 Ox0 OxQ 109 i/ X 96 145 1/8 X 96 7 8 (D1 9'S) 5; 15 4 6 6 12080 15080 OxO 90100 OXO 181 1/8 x 96 109 1/8 X 120 8 5 5. 6_;. .,L 5 5 91<Dl) 5 4. 6 5 8 6 10 I2010D OX3 145 I/8 X 120 7 6 6 7 (DI) a 6 3 8 S 9068 xxx 106 5/8 x 80 5:r-:-.. 4 4 3 4 5 12068 XXX 142 5/8 X 80 7 7 8 (DI) T 4 : 4 4' ,. 4 4 4 55 506 XXX 178 5/8 X 80 8 1 4 5 4 6 9080 xxx 106 5/8 X 96 5 5 6 5 5 5 5 5 4.. 6j 6 12080 xxx a2 5/8 X 95. 7 8 CDI) 9 cD2) 5 4 6 6 15080 xxx 178 5/8 X 96 8 5 5 6 10 90100 xxx 106 /8 X 1 0 5 6 6 6 6. 6 j 17 6 8 t0 xxx 142 5/8 X 120 7 TIP c a 3 4 5. 10068 QXXO - 119 5/8 X 80 6 6 7 (Di) 4 4 3 4 51206IOxxO1435/8 X 80 7 7 B cDl) 4 a 4 3 4 5 16068 OxxO 191 5/8 X 80 9 t0 (DI) 12 (D3) 4 4 a b b I d xxU D/b X 7b I b• l 6 7 (Dl) 5 5 7 15 4 I 6 I 6. 12080 OxxO 143 5/8 x 96 7 8 (DI) 9 fl)V 5 a 6 6 16000 OxxO 191 5/8 X 96 II 9 n) 1a ( ) 5 5 NO 6 I I E120100OXXO1435/8 x 120ox1719(2) I 10 cD3) 6 I (D!) 6 8 10 160100 OxxO 191 5/8 x 120 10 (Di) 13 (Da) 16 (D7) 6 10068 XXXX 4. x 6 6 4 4 3 4I 5 12068 XXXX 141 1/4 X 80I 7 7 B (D1) F 4 3 4 5 16068 XXXX 189 1/4 X 80' 9 (DI) 10 CI)2) 12 CD4) 4 a 10080 xxxx II 11 1/a X b 6 i <Di) 5 i 5 4 6I I 6' 12090 xxxx - 141 1/4 x 96 7 8 (Di) 9 (D2) I I S 4 6 6 16080 xxxx I 189 1/4 x 56I 9 (Dl) 1v (4> c s) 5 b 6 7 CD1) 6 8 l0 100100 xxxx 117 1/4 X 120 f 6 DI) 6 6 7 CDI) I 8I120100XXXXI141I/4 x 120 7 I e (DI). 10 (D3) 17 6 I 6 7 (D1) 10 160100 XXXX 189 1/4 X 120 i0 CD2) 13 (M) 15 (TJ7) f v[- 1 E /- l l2 I) IN SOME CASES TAPCONS ARE P.EO D. IN BOTH FACTORY. APPLIED INSTALLATION HOLE. -DI- THP.0 'D7- DESIGNATES IN WHICH SIZE 6 CONFIGUREATIONS TWO TAPCONS ARE REWD. 2) 'DI' MEANS, INSTALL TWO TAPCONS IN VNE SET -OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) -D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) 'D4 MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) -D5- MEANS, INSTALL T.wO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) -D6- MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, .INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION EAD 6 S L SHOIULDN AL jAPCONS IN HBE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT"T INTERLOCK. OR BUTT STILES IN HEAD E' SILL. B: SECONDLY, AT EACH END OF HEAD 8 SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD 6-SILL OTHER THAN PS LISTED IN A i B. 10) LOAMBSOSHOUL ADDITIONALPRIORITIZEDTAPCONSASINFOLLOWS - A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY. AT EACH END OF JAMBS NEAR HEAD b SILL CORNERS. G LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A 8 B. EXTRUDERS r R I D A .INT. INC. SANFORD. FL. m SLIDING G'_aSS DOOR TAPCON GLASS CHART BB E CIVIL N.T.S. r =X042' Si:._ CAA 6 FLANGE GENERAL ALUMINUM CORPORATION VERTICAL VERTICAL MULLION .DESIGN LOAD CAPACITY CHART S.H. SIZES wo o mime IRA MI11 1_InN:. DIE #1446 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 60"365 / FAX 407 80"366 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 37L 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 d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020036 SUITE 250 JAN. 11, 02 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 01-1201 ov. MULLION ANCHOR BRACKET WINDOW FRAME SILL CTYPJ INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET. SEE NOTES -I 2 & #3 IV C U 4 D v MULLION DIE NO. 1447 TRAP R B. B D a. v ACT R NAME: MULLION 4,0 DIE NO. 1447. D NC L.-A L uui v WINDOWTER a FRAME HEAD E — TYP.) ° D SECTION B-B D14G N°' GEN-0453 INSTALLATION ANCHOR TYP.) 1-7/8' SUBSTRATE 1-7/8' SECTION A - A i NOTEULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO, 1447, TUBE WINDOWS HEAD TO SILL. EXTERIFR WHEN USED TO MULL SINGLE HUNG AND OR PIC 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR F 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 .IAMBS. GENERAL ALUMINUM- CORP., CARR LLT N, TEXAS TITLE. FIN HDRIZDNAL MULLION IN DETAIL l . ``". ALUMINUM TUBE MULLION, DIE N..1447 11 N.•ELEVATI- t. .: w AREAS DRw BB APRVD' ---- DATE' 3/17/02 MATLI DWG NO, F , a WT/FTi - - - - SCALE- HALF GEN-0453 r•* DUCT tECHHMOGY CORP.. 230 INTERNATIONAL pXWr., HEA7Wow• FLDRIDA 32746 PROW 401-805-0363 FAX 407-805-0]66 PAGyAk[4.O' PRO 64 11 GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> 51.000 59.000 •72.000 94.000 104.250 WDW. HGT. V 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 1.27 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12-Jan-2002 01-1201 DFNG HID: .4-0450 MULLIC ANCH( BRACKE WINDOW FRAME JAMB TYP.) STALLATION JCHOR YP.) M ULLI%JI'I DIE NO.. 1448 8 SELF TAPPING SMS (TYP.) SECTION A- A MULLION ANCHOR BRACKET r11- MULLION I I I I DIE . NO. 1448 I II I I II II I I II I I II INS I ALLATION ANCHORdv (TYP.) J — SEE NOTES 2 & #3I SUBSTRATE A A SECTION B-B F EXTERIOR ELEVATION STER FILE NOTES: - MULLION INSTALLATION DETAILS OALUMINUM B.DOSDIE° 1448 WHEN USEDTO MULL SINGLEHUNG_ANDOR PICTURE MULLION. SIDE BY GENERAL ALUMINUM CORP. SIDE. CARROLLTON' TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAi_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION; DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: ---- DRN: JS APRW: -_-_ GATE: 3/ 1 7 /C SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD MATL _ DWG N0• E, FRAMING. wT/FT: _- SCALE: HALF --.- PHONE +OT-S- 0365 FAX 407-?;5-C=F! PREPAP.ED 8T: PRODUCT TECNNOLOCr CORP.. 250 INTERNATIONAL PKWT, FrEATHROW, FLORIDA 32746 GENERAL ALUMINUM CORPORATION FIN VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1448 WDW. WTH. > 18.0 24.000 30.000 36.000 48.000 53.125 W. HGT. V 00036.00506 427 390 379 379 379 44. 000 319 262 231 215 208 208 48. 000 263 2113 486 171 160 160 60. 000 129 102 87 78 68 66 72. 000 42 36 34 72 57 48 CHART APPLIES ONLY TO MULLION In448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-0365 I FAX 407. 805-OM PA r GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL P.W. SIZES 43.000 56.000 565 63.000 565 72.000 565 88.000 565 WDW. WTH. > WOW. HGT. V 30.000 28.000 565 565 378 378 378 378 378 32.000 380 38.000 236 182 226 167 226 167 226 167 226 167 226 167 42.000 56.000 72 60 57 57 57 57 47 43 43 43 43 60.000 57 86.0001 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 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020038 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 605-03651 FAX 407 805-0366 01-1201 Alm" 1 A'l : it; t. TESTED IN ACCORDAtCE WITH STANDARD BUILDING CODE. CHAPTER 17. TO A POSITIVE AND NEGATIVE 37.5 PSF. 2. E!,SH N.AeET{5 ZEPRESENT VARIOUS SECTION HEIKNIS. 3. FOUR SECTION 7' Hi CH DOER SHOWN. 8' HI OH DOORS HAVE FIVE SECTIONS. 4. SECTICN HEICHT OF 20.812. 19.00 • 16.75 ARE AVAILABLE ti AND MAY BE IISED IN CD.91NATION 10 ACHIEVE VARIOUS HEIGHT DOGES. 5. D.6055TENT PATTERN OF 14.50 X 20.375 SHORN. ALTERNATE PATIERNS OF 12. 50 X 43.375 AND 12.50 X 20.375 MAY BE USED. 6. TORSION SPRINGS 9HOAN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. PIN 405964-0002. ON 8' HICH DOORS ONLY. PANEL 8. WIN" WAY BE INSTALLED IN THE TOP SECTION OR THE SECTION M.EDIATE LY BELOW 1HE ISECTICNIOP SECTION. 22'• 6W(X73 XX4'• WOCO J= JAA9OR EQUIVALENT P/ N 405964-0001 1/ 4. TRACK BOLT 5/ 16 X 1 3/4' 5' REF LAG SCREW 1 DETAIL ' E• ORANGE-': 9. THE S7RUT PLACE).ENI ON MORS CCSTRUCTED W17H 5 OR MORE SECT IONS M.JST BEt• A- Zak WEI COSISTENTWITHTHEDOCK40VN. THE STRUTS FOR TFE AODi 14aNAl INfE \TER ISECTIOSARETOBEPLACEDASSHOWNa1THEIHIRDSECTIONf LE 10. THE STRUT PLACI0.EN1 DIMENSION ON ALL SEC11 ONS LESS THAN 2IT a12' REDUCED By THE DIFFERENCE BETWE DN THE ACTIN. SECTION HE1C74T t 20.812'. 1T. SCREW P/N 605911-0001 IS A 114- DIA X 5/5- LOVG TYPE AS HEX HEAD METAL SC;1zW 12. POST TO BE INSTALLED ONLY WHEN HIGH WIND WARNINGS ISSUED. 13. STRLJT PLACDAENIS CAN VARY 13-. 14. O.WNTITY FOR LOOKS CAN BE 0, 1, OR 2. TRACK 968. END HINGE v jEl.- I BOB I II VIEW • D-D' r1/6- OSS 2' TRACK / 049 TH( (VERTICAL) I) IT FIXTURE i 1 SCALE: 1/8 WEATH£RSEAL-" 3 11 SECTION "C-C* 2• X 6' WOOD JN.9 2+ X 4• ALEN JAAQ •D•!- SCALE: 1/2 OR EC7JI VWOODJT. ( LATE HORIZONTAL TRACK F COILNTERBALANCE t2 R --1 f ONAL SPLICE IN bPTIc. HORIZONTAL TRACKAT407605-0004 'G' TOP OF RADIIS TYP 2 F'lC5 404828-0003 D• TYP 2 PLCS 405964-0002 - 407605-0003 TYP 2 PLCS 404828-0003 OPENIN; W; 04T TYP 2 PLCS K VAR: E$ I 405964- 0002 a7 400650-0001 7 t HIES( 185 HS-1 TYP 3 PLACES Iq ra 11• 407605-0002_-.. 7-TYP 046450-0003 404825-0003 TYP 2 PLCS 5.00- 36.00 _ E B, . B. OPTIONAL WINDOW DETAILIA SCALE:3/ 32 ONLY INC ANCHOR STANDARD TRACK DETAIL FOR 16' 405771-0001 P/N 404828-0003 SCALE: 1/ 16' 1' 16'-0' A4VC. WIDTH- SCALE: 1/ 16-1- SERIES 280 TH7U 289 ARE EQUIVALENT GLTVSTRCCTICYV ?SCA STEEL INTERIOR ELEVATION SERIES 180 ARE. SAW COASTRLCT/CN AS SERIES 280 ONLY 24CA STEEL A11D ETD GIPS DOOR TESTED WAS 251 SERIES. DOOR WIgTH KE-M STILE ETD STILE STRUTSISECT. ROLLER YERTIM i JAA9LOAD HW7DWARE T. E•ALT: 8 PER FT -HT) 16' 3 1 SINGLE 1 2' X 7/16' 049• 100 STD. L i DETAIL •F' SCALE: 114 t16' WIDE) 5111t 08680- 0004,5.E a2 S) 07603-0001 9 PLCS) A' LER SEE NDTE 4401199-0001 TYP 2 PLCS 404828-0003 TYP 2 PLCS 1 7/ 8• THK. SECTI64 -A- A' SCALE: 1/ 4 mill i',' o Y AD 21 •e G mill- a21. 57 .( mail 1 4 Ao W K • r• rw wo•a noowex w/OR 1 q. Or M{ I .. ='_ sm wean a wsK,• om. mrwl IR• v w• n wm P mY4sn ra. RKW@R• A• nYlr rmRw! wwm w.. rW pr0a> e P ,fb n wRAIRD111C wwY+• Y Re® Tom. nYp1 K OrRR t••KI• ROR, mlwrlp MW Ws wxrl K4 Mr K. w Ile SERISTTl OR ES 2s0 lI ,- • ox r,,,,•.i.,, • '•"' M. TOI.y I$ SO 01/13 J96 R£SI 4 WIDTH.1 IPOtbVD N/A DAVID FA 02/19/98 sw 0- 409 35 YGa,t• wri NONE w r EA DAV ID FAN 02/19/98 eu, 3 8 1. s 2 0575 4-sn6 z 1 3/4• 0 LAG SCREW 6.04 o P/N 40932870001 PLATE,HASP ejI 106 Tw. 070 MIN P /N 401199-0001 , TOP FIXTURE 0575REF T O O 1 ° O O 6.00 Lio 0 L-5.00---- j P/N 409331-0001 PLATE. FLOOR DOORSECTION I 0 lif 7f17J POSTASSY SFDWING FLOOR PLATE PIN 409326-)O= POST ASSY, VERTICAL ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 2 it/32' 091 MIN-1- Y 0 LJ39/t6' O 2 7/16' P/N 405771-XXXX BOT. FIXTURE FOR 1801280/2901390 SERIES ATTACH TO DOOR WITH 3 SCREWS P/N 605911-0001 2 9/32 070 MIN 000 3 3/16 O O OQO 7/16 PM 407603-0001. CENTER HINGE STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 1/8 — 2.25 LENGTH = DOOR WIDTH - 1•+y 7 7/8 5/8 MIN TW PIN 400650-XXXX. ROLLED HS-X STRUT PART N-WBER IN.THt STRUT 400650-0001 .030 HS-1 400650-0004 .020 1-6-0 2 9/32 HI 070 MIN t 05. 3 3/16 Q P/N 407605-XXXX, END. HINGE RESID. STEEL DOORS PART NI.BEP — r--r1 314• O O 2 112: HA 108 MIN P/N 405964 k 046450. BRACKET, SCAB PART. Nl.6ER L' 405964-0001 13-114 046450-0003 P 0 0 0 2T1} O _ 0 J 4 5/8' o . P/N 061601-0000. SLIDE LOCK ASSY I o o- O 2 3/8' O C 11. 108 MIN-4- P/N 405964-0002. BRACKET, SCAB JOINT 407405-0002 .°5 - SCAB a?ACKET DETAI LS 407905-0003 1 t0 r4.56- 1F2.7651 156 DIA 40740-00o 135 . olwIATTACHtWI -n TE. {A'`, r rT --- e• F p q ATTACH TO DOCK WITH 1.80 1 V4J-)— J 1\E. ,• P : 1 P LE E "'{"G' I ` 4 SCREWS P/N 605977-0001 i_ "'` " t 4 L. L ' s F-3. 00-+ .375 DIA -4 -44 .44 P/N 404828-0003 ROLLER ASSY, TR-1 P/N 608069-0001 PIN TR-1 ROLLER LOAD: 50 LBS. MAX. HEAD Ef• D CAP 408794-0001, 2,3 STILE STD ON 180 SERIES FTER 406680-0004,5,E tAT..REO' D ON..280SERIES-. . _. 1 .25 ... .._ . 187 25 1. r2.50+i REF o O o -- 4-- 00 SCREW '°y t•,,._ tw 375 DIA P/N 605911-0001 OR t HOLES P/N 605879-0001(SELF-DRILLINGI "- •''S'/ 'I`' P/N 468879-0001 L IW P/N 408876-0001 SLPPCRT - SECTION 'G-G' - LATE STEEL STRlTS 16' WIDE DOORS) G_...... i 180 sum a o.r• ,,'''m!o.+w , w • - • M. TOUJIS 01/1}/ 8 'RESI Sil OR 18'-9` WAX 250 ww w. WIDTH.NIt OLbAD M,s,• s0ma""4w..v o.`,i ' WA DAVID FAX02/19/9e 409335 ra4E EARN DAWInFAN 02/19/i8 ww 3/ :1 "c 2- - 2 1 fxf CLASSIC CRAFT OUTSWfNCi 8d SZNOLE AND DOUBLE WRL WA UT s1DEJJT a tN9ULATED FIBERGLASS DOOR WITH Wt70D FRAMES' o ly Lvr r A UFAC d U R rim Ci f n 1 THIS PRODUCT CODEIS 99L4 IGNED EDITIONOMEETFOR MIAMITHE DARSOUTH FLORIDA OUP 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYONDWALLDRESSINGORSTUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. COUNTY OWITHCT METHEE USE OFE WATER THEHIGH DOW BIUMP THRESHFOR OLD. SEE THE DESIGN PRESSURE CHART BELOW. 6. MIAMI-DARE APPROVED IMPACT RESISTANT SNUFFERS ARE REQUIRE 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESomnito BconitonwR Coall froedis) amin. thk., orneo:Fiberglass (SMC)skin 0. 105 min. 6, 000Sidelite Sheet: 0.07 min. thk. with yield strenggthFy( )_ yy Core design: Polyurethane foam core, wrthl.9 lbs. density by BASF• Panel Constru ion: The uct pone) skin is constred from o 0.095" thk. sheet MDDmg -(SMC). The interior cavity is filled with 1. 9 Ibs. density BASF lyurethane foom. The party face sheets am glued to ttxiie • wood sues and rgils. is the me h reinforcementsTheloareWpand bottom rod are of o woor U odch yc o4m pos ie material M the double door application fix iractiadoors Fitted. with on extruded olurrunum astragal of 6M-T6 alloy. y jointed Frain a C onsttio r: The frme is constructed from ringerpyremeasv < 565 wide x 1.17' thick The heoder is joined to the side jmnbs r th (S j8 : 25" Philp. H oil W Screws The of hs joined to side jambs with (21 16ga. 1 2 crown x 2 bn9 , P . each side. The mulrrons are secures together in a side6te app6cat using 18 2' long PFH Wood Screws (6) screws per each r AGor. The units um an Outswhng Bump threshold mmsvnng 1.615 :.tisi secured r h SucLipLite - W sue is 275' wide x 50.19" high w 1.75" Phillips Pan Heod Scrwws The forme am sealed with sificorm coudring (Dow 795) to siddde panel and to the glass Sderrte Glazing: SMC Lip Ute with the yield strength Fy(min.)= 6200 psi & TUC LP Lie with the yre/(strength Fy(min.)- 4,674 psi - OA sizes 9.65' wide x 65.B5' ride secured w 161 8 x 1.75" Phillips Pan Head Screws. Tlx from ore sealed with silicone caulking (Dow 795) to siddile Pond and to the III= Integral Flush paned - The s delto sash face ponds am molded to receive be kwulated Glass. Th lass is attached to the sidefile face Sheets with sr&vm glaziNcompound (Dow 79! I TABLE OF CONTENTS SHEET j DESCRIPTION 105.5' MAX. OVERALL FRAME WIDTH 36.625" MAX PANEL WIDTH W/ ASTRAGAL A J 24.5'LU o = Z MAX. O.L. O. TYP.) d 2 C e rn OJJ O O x in N pnto o 2Q01L— WZ5 SINrl F OUTSWINGUNII, , OPTION 36. 625', MAX. PI74.5' MAX. OVERALL FRAME WIDTH PANEL WIDTH W ASTRAGAL F w24. 5 c o J / MAX. D.L. O. TYP.) x oh J r\ J 7 X. 3 N. M INAC DOUBLE 0 rSWING UN/T OPTION II W/ SURFACE BOLTS SEEDETAIL 'A" SHT.3 DESIGN PRESSURE RATING 1 W/OUT SURFACE BiOLTST + 47.0 PSF -47.0 PSF WITH SURACE BOLTS n4 +70.0 PSF -70.0 PSF II WINDJAMBER 11 ASTRAGAL SHT.368.5" MAX. OVERALL WIDTH L2.4-i' L. 5".O. p r 15.5' MAX. p > FRAME WIDTH 0 W 13. 9375' MAX. WIDTH O O W vo 7. 125" MAX. D.L. O. R Q2 Z Q WIDTH LIP LITE V L.i 7.0" MAX. D. L.O. LITE w^ CD WIDTH INTEGRAL p CO TYP. FOR BOTH SIDELITES) W CL 15. 5" MAX. FRAME WIDTH 13. 9375' MAX. WIDTH 7.125" MAX. D. L,O• WIDTH LIP LIFE 7.0" MAX. D. L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 813.684.3831 x; N.T. S. Z- LN oac. er` RW pnewhNe wo_ S-2161 am 1 or 9 16 17 20 V a iy N ZX 8 , ~.o • 22 Z C, Q• N . i 1.68' MIN. PANEL THK o I.. 29 S S GLAZING DETAILS28 d Jf11F$IBB_ FXTERI' a 48 2 in 00 ''O,o m 6 o.: o 719 in mEN 51 a ems, n Lei p ! • . a ; '. e. a• . NOR v U a N N 2 PANEL THK o',p 0 29 m SEE GLAZING 28 v x DETAILS- W W x G'i I IOg 'trSiB a J 48 X O 6 n1 m SEE NOTE 8 SHT. 4 50 O' o. 39 7 N 51 4- a a'• A— d 1 2 Ol RC-6.1G DOOR PANEL W/ HIGH DAM 2 OUiSWING DOOR PANEL W/LOW PROFILE THRESHOLD - SEE DESIGN PRESSURE TABLE) J f E N SEE GLAZING DETAILS SLOB a tJ W a o = ,I M ZOn U gwIn SOW^ NOTE T.4 OO OHO co uj a c> k' J w = HO h J Y Uz tz -, c W E NOTE SHT. 4 DOTE T. 4 cS sFC110N JUW BULD0 2 OUTSWING SJDELJTE PANEL THE CROSS SECTION IS COIGULTANIS. u SHOWN W/THE "CLASSIC 513.684.3831 CRAFT' Fl usH GLAZED t 3/4' CLASS noe 71/5/01 SaAm NTS v+c. er WLN aac er RW S-2161 wtFt 2 OF I RY ASTRAGAL RETAINER BOLT 8.0' LG. TOP h BOTTOM (2) BOLTS Z Y AT TOP & (2) AT BOTTOM zTF 3 Jm m as INACTIVE INTERIOR zz nnJ WDvN SEE NOTE 2 8 SHT.4 2a 1 1HQWQNTAl CROSS SECTION 3 O ASTRAGAL OPTION 1) 2 H RI NT R CTi V O MULLION Y J yp a 4% o 0 V {OPTION If SURFACE BOLTS) o= E NOTE SHT.4 to r/v177 1.15' MIN. EMS. r25' MAX. SHIM 15' MIN, C-SINK RI C 43 Wm 49 0 O ° v 6 N H r 36 u w SEE NOTE o N 34 9 SHT.4 y •• 16 17 3 - lNTEB-QB 3 Rrm ronSS CT10N 3 O SIOELITE TO BUCK V VP BUILDING CGNSULTA.Cm INC 813.684.3831 me 11 /5/01 SCAM NTS Mr. M. WLN cNK. sr: RW pMMwG NO: S-2161 3 IK 9 25 MAX. SHIM SPACE 13 a. Uz N J U W W 0 y EXTERIO i • . 15" MIN. 1 H RI ONT R S CTI C—SINK 4 LATCH JAMB TO BUCK, a.. .• 1.15" MIN. NOTES: EMBED. T. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELRE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 18 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR 1S AS FOLLOWS: FROM THE TOP DOWN 1 ", 3 5 18.25 40.5', 59.25 74.25 76.25' do 78.25. 1 THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0-, 19.75', 33.5 47.25, 61.0 do 74.7'. THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 18 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELTIE AT THE MULLION USE A 110.x 1 3/4 SCREW. S. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I' x 0.04" DIA WIRE BRADS AT 2' FROM EACH END A MAX. OF 12" O.C. SEE NOTE 1 SHT.4 U fV J U E W W 0 . h 25 MAX. SHIM SPACE SEE NOTEFfTo) 7 SHT. 4 2 H IZONTAL CROSS SECTION ' C MIN. 4, 4 - SINK HINGE JAMB TO BUCK, 1.15' MIN. n EMBED. i 34 SEE NOTE 9 THIS SHT I,I SIN T I0.0 l l 3 HORIZONTAL ROS S CTI 4 ® STRIKE JAMB TO SIOELITE MA ` ACRka.N1 G Ire r x O> cy C'4 O CD O "2 °p o 85' o m O W O 3 ¢ cov W 0- it In fnin aJ 00Uz a yzz00N U i vv) 813.684.3831 SEE NOTE 3 SHT. 4 SEE DETAIL -F' SHEET 5 6- 6• 6 X. 3" 3" 6'_ 6" 6" 3" { 3 3' 3• 1` 3 1 I I I I I IFTF 13 f 3 - TYP. c DETAIL7YP. SEE NOSM' S EE DETAIL 6 SHT. 4 SEE DETAIL 73 G" SHT. 5 TYP. SEE DETAIL - H" SHT. 5 ro- B- 51 1 I TYP. h' 3 -i 3- 3- 6" 6" - 3" 6" S E SHT. 5 SEE NOTE TYP. 6 SHT. 4 13 SEE NOTE TYP 4 SHT. 4 B" 52 3" 3- 6. n J n r n n n O_ > N O 0 0N000 n_ pQ 2 t\ rLn mzon SEE NOTE E4 3U -7 O Lj omo IN VJ n TYPLn na inSEE DETAIL - C" to G" SHT. 5 Bl -TSEE DETAIL E" SHT. 5 TYP. 3 - C' TYP. " D= 1 5 ] TYP. 1- i i— 6 6" —i I--T SEE NOTE 4 SHT. 4 N i 2 O 0 nuj o m m a o Zo U 21 O Ln O U SEE DETAIL H" SHT. 5 SINGLE DOOR r- pp IRI F DOOR W/SIDELLTFS f DRILL THRU FOR A 0. 357" BOLT DEEP NOTE: o 1 ENOUGH FOR A 2" o USE ITEM 113 A 18 x 2 1/2" PFH WOOD SCREW T z BOLT THROW ATTACH THE STRIKE AND DEADBOLT PLATES TO THE 1 SEE NOTE JAMB OR ASTRAGAL EXCEPT IN THE MULLEDeui rn.« SEE NOTE THIS SHT. SURFACE BOLT APPLICATION WITH THE SIDELIiE USE ITEM 143 A J8 CONSULTAKM. 7 SHT. 4 0 13 43 STRIKE PLATE 2" PFH WOOD SCREW. e13.6a4. 3e31 43 37 1 nFTAIL H_" oA11/5/ 01 o RETAINER BOLT HOLES srxE N.T-S- 0 k OPTIONAL SURFACE BOLT STRIKE PLATE ^ WLN 0 SURFACE BOLT B1 aa. V: RW STRIKE PLATE V A O u 6 DRWNG NO -- DETAIL F ASTRAGALL STRIKE PLATE 13 43 NAM S-2t61 10 BOO SORI KE SURFACE 7HS SIfT DETAIL " G" MANUFAC SEE NOTE 1t1 JL8a s [sr 5 or 9 DETAIL "E" 1 cc IF -- 6 WO> I RL I SEE DETAIL 'r O a0 a N 2 ccSHEET5 44.). Z O NU04W 6- 00 3" 3" 63 3 Q 1°1 I6" 6 3" r 8" 3" -'i 3- 3" Ul co _ 1 I I 1 l I 11 II I cD d 13 TYP SEE NOTE 3 SHT. 4 ' SEE NOTE SEE NOTE Typ• SEE DETAIL 3 SHT. 4 6 SHT. 4 c ry rn F" SHT. S an. n ut o cn NTYR V7 n a 13 SEE DETAIL v°'i O h o G- SHT. 5 m o ir7 SEE DETAIL E- SEE DETAIL 13 7Yp, J. SEE DETAIL E" SHT 5 I o v cv SHT. 5 H" SHT. 5 ui TYR a N TYP. j- - SEE DETAIL -K , M. -K" TYP._ 'M" SEE NOTE "G- SHT. 5 51 51 _ 4 SHT. 4 l 1 51 TYP. l l 1. TYR 1 t l TYR l 52 TYR 3" --i 63. 6. 3 _ 6" '1 F-- 6 1 t'- 6" 6. 6. 4, SHT. T SHT. 4 3" 3- 3" 52 6' TYR SEE DETAIL SHT. 5 nQUelF DOOR SINGLE DDOR W/SIDELfT NTERAL FLGTRUDA IgoOoA.T. F kY, NUF k yr`% w "iLii Ji` l l 3i1V1LtLe c xisuuAr+s. u+c 613.684.3831 e 11/6 O1 uF N.T.S. G. ur. WLN K er: RW w 5-2161 . wr 6 of 9 1 0 > cy- N O co 0.5" GLASS BITE 0625" THICK DOW 795 O CIO 0O = 0.5 BGLASS SEE NOTE 1 GLAZING COMPOUND S O n SEE NOTE 1 i THIS SHT... 1/8" TEMPERED CCCp))) O O 1i1 THIS SHT. N 1/8" TEMPERED L_ CLASS O O O g GLASS o 3 a 000 1 /4' AIRSPACE o 3/4' AIR SPACE o oe 0e 1/8' TEMPERED Yz 1/8' TEMPERED GLASS GLASS x 1 3/4" PPH g8 x 1 3/4' PPH SPACER 3/4' STEEL INTERCEPT SPACER y g a cntATED TEMPERED GLASS r ur DETAIL SHOWN W/ FRAME1/4' STEEL INTERCEPT 0625- THICK DOW 795 SI Accir. CRAFT" SMC LITF 1 /2' INSULATED TEMPERED GLA55 GLAZING COMPOUND REQUIRED FOR DOOR PANEL) o a re r r nrrwii SHOWN 1ii Y O mm Assic CRAB TCM LITE FRAME SIDEUTES ONLY) qao ci THICK DOW 795 0. 5' GLASS BITE 0625" GLAZING COMPOUND clgc° F vz Y 1/8' TEMPERED a a 0. 5' GLASS z_ = GLASS rm SEE NOTE 186E N 1/8- TEMPERED S 0 0 THISSHT. GLASS co O m o 1/2' AIR SPACE 0 O 3/ 4" AIR SPACE 0 0 0 O TEMPERED e z = GLASS e SEE NOTE 3 F N 1/8" TEMPERED THIS SHT. s B x 1 3/4' PPH GLASS 4"' INSULATED TEMPERED GIASC w ur ncrA11 SHOWN W/ W 3/ 4' STEEL INTERCEPT SPACER 1/2' STEEL INTERCEPT SPACER CLASSIC CRAFT' INTEGRAL GLAZING Qo 0625 THICK DOW 795 SIDELITES ONLY) GLAZING COMPOUND c 1" INSU"CIASSLATEDTEMPERED GLASS JAZING DETAL SHOWN W/ 1 RAFT' TCM LgE FRAM L ONLI) 1. THE 27.5" x 50.19' DOOR LTIE IS SECURED WITH (16) 18 X 1.75' PHILLIPS PAN HEAD SCREWS SPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0', 13.75 AND 24.5" FROM THE LEFT SIDE THESIDESTILEANCHORSWERELOCATEDAT3.0', 13.25 23.625" 33.575 AND 44,125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) J8 x 1.75" PHILLIPS PAN HEAD SCREWS SPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES FROMTHETOPDOWNTOPDOWNAT5.5". 16.5 27.5' 38.375', 49.375' AND 60.375 3- THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. U/ BVLDm ydtr' 61y O 815.664.3831 t, N !> j liYll7 aY a o11 / 5/01 J1j m- N o sum: NW Mo. UFa+ K er: RW i ZA CJ'yL S- 2161 77 TI 7 a 4.03" RED OAKIOAK CAP C4 in 4O 1.46" CC HINGE SIDE STILE OCC LATCH SIDE STILE CORE MATERIAL: LVL OR LSL 3 RED CORE MATERIAL LVL OR LSL ALTERNATE CORE MATERIAL• PONDEROSA. OAK CAP RADIATA, PUUU, ELUOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. 1.077* 1.54" —i 42 `- 1 S4" --i SIpFI RE TOP do BOTTOM RAIL ;ir7FI fE BI ANK SIDE STILE 36 FINGER JOINTED PONDEROSA PINE FINGER JOINTED PONDEROSA PINE I 7.47 ---i n mLi. ' - A, I CC BOTTOM RAIL OWOODCOMPOSITE 1.47" µ m CC TOP RAIL OWOODCOMPOSITE 0 0 0 N 0 0L 097 _-4— O 4 x 4 STEEL DOOR HINGE 9 j.-r IT - I. n Ln NK40 SCREw, M470R DW 4.0 m a rtr 7r 28 T 7 DIM. VARIES N W/GLASS THK: IS -to x 7 7/2" PPH PtASCREW 1 M I^ T- Z9, 0 2 35 38 K;DOD FRAME N 4.615" m 1--- 2.205" I T a. i9 Q,/S„S}INC- BUMP PAGE AlUMINUMa92y THRESHOLD 050" WALL TYP. 0 > , 04co Ov1p00 a0=7 M: Z 0 rr co w a U d co ry L T HIGH DAM THRESHOLD Sg VV CpNSULTAHTS. 7! 813.684.3831 DA7H 11 6/01 SCAM NTS e WLN w- cwK.Irr: RW DRA"C NO.: Nm 8 or E 592" co ONi I N ASTRAGAL RETAINER BOLT _N 1 MATERIAL-C/R ROD ZINC n do YELLOW CHROMATE 179" IONG REACH rOMPRE5510N W THERSTRIP FOAM CELL CORE W/NYL JACKET 1.156" N O NTz DRILL TRU FOR N A J6 PFH WOO DRILL TRU FOR O1 SCREW 2PLCS .357" CIA. ASTRAGAL RETAINER BOLTS I Oj .35" ~ WINDJAMBER 11 WR66T STRIKE PLATE COMPRESSION WEATHERSTRIP_ BY THERMA-TRU 1 " FOAM CELL CORE W/VINYL JACKET RETAINER BOLT' AL noRMALCENTp co 0 CN MANUFACIITRER NAME: reamsm 1.767" 24 WINDJAMBER It WR66T ASTRAGAL (UMINUM Q57- WALL TYP.% Ad N Z O syZp S2 CCU Ot JZ NTS ar: WLI ar: RN W w.: S-2161 1 9 ov - I I i GLASS BFTE D625- THICK DOW 7950.5' CLASS0.5" GLAZING COMPOUND SITE Y Z '- SEE NOTE 1 THIS SHT. SEE NOTE 1 TgPPH N i/8" TEMPERED 1/8" TEMPERED 5 GLASS cuss 1/4" AIR SPACE o3/4" AIR SPACE 1/8" TEMPERED 1/8" TEMPERED GLASS GLASS x 1 8 x 1 3/4" PPH' n STEEL IACER THICK DOW 795 3/4" STEEL INTERCEPT SPACER TEMPERED G1A451/4" GLA_71NG DETAIL SHOWN W/ ri FRAM 1/2• INSULATED TEMPERED GLASS 071NG DETAIL SHOWN Wl 0625" GLAZING COMPOUND ecc1C CRAFT" SMC LITE REQUIRED FOR DOOR PANEL) ri ASsit CRAFT" TCM Lf L FRAME _ SIDELITES ONLY) 0625" THICK DOW 795 0.5" GLASS BITE GLAZING COMPOUND 0.5" GLASS Y z 1/8" TEMPERED SEE NOTE 1 BITE N 1/8' TEMPERED GLASS THIS SHT. g GLASS 0 O O OO OQ SPACE 0WOO 1;/2" AIR e ° e 3/4" AIR SPACE 0 0 O 1/8" TEMPERED e GI 1/8" TEMPERED SEE NOTE 3 THIS SHT. a N g 8 x 1 3/4" PPH GLASS n[ 4"" IN T D TEMPERED GI SS S:1 AZING DETAIL SHOWN W 3/4" STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER CLASSICCCRAFT" INTEGRAL GLAZING D625" THICK DOW 795 SIDELITES ONLY) GLAZING COMPOUND 1" INSUATLED TEMPFRFD GLASS n AZ nFTeI SHOWN W/ M RAM L 1, THE 27.5 x 50.19" DOOR LITE IS SECURED WITH (16) 18 X 1.75' PHILUPS PAN HEAD SCREWS SPACEDAS .FOLLOWS. TOP AND BOTTOM RAIL AT 3.0 13.75 AND 24.5" FROM THE LEFT SIDE. THESIDESTILEANCHORSWERELOCATEDAT3.0", 13.25 23.625' 33.875" AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES.. FROM THE TOP DOWN TOP DOWN AT 5.5". 16.5 27.5" 38.375'. 49.375" AND 60.375 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. CENTRAL O. A.F. RN I cl l tLjA;NE O co O Oco n V) O= ZO„1 u W ^ o: 20 3¢ 03 W00 CL vv SING WSULTAHM. INC 813. 584.383, wat Nis MG. er: WLN ax rp. RW D— NG NO- S- 2161 vvr 7 OF 5 4.03' in 1 O Cr LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077" —} N SIDELITE TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE r— 1.47' --I n CC, BOTTOM RAIL OWOODCOMPOSITE my 1 cIhFI ITF PLANK SIDE STILE 36 FINGER JOINTED PONDEROSA PINE r— 1.47" 7. a Cr TOP RAIL OWOODCOMPOSITE 39' RED OAK CAP Fl- O 1.46" —mot CC HINGE SIDE- OLE CORE MATERIAL: LVL OR LSL ALTERNATE CORE. MATERIAL- PONDEROS4 RADIATA, PULAI, ELU0TT11, TAEDA OR SUGAR PINE, DOUGLAS OR WHRE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. I DIM. VARIES Lo W/GLASS THK. o u? N N K40 • I.79' PT THRM SCREW. uk]OR OW 4.0— 28 1.375" I 1 DIM. VARIES N W/GLASS THK. L p p N O O I I T. i rTC FF 097' —i O 4 x 4 STEEL DQOR_LOGE9 r `PPH'P(ASCREW Y 6 AN^A TV7 O > co 4.565" O Q Z O O 1n joW^ 1 O O 0 2 35 38 WDOD FRAME Q3QW w a N 4.615' Ft: 2.203' m v W. W. 01 j V1( V) J O o z 1 g OLRSWING BUMP FACE. a a AI UMINUM/WOOD 7HRESHOLII 050' WALL TYP. 3 N HIGH DAM THRESHOLD 39 Ft' 813.W.3831 NTS am er: WL I CHK. er: RN D"U G NO.: 5-2161 SMECf 8 OF RIPTI ri I FIBERGLASS' I MA I h F = i 2 3 CC LATCH STIMOCK BLOCK allgaA-M ,r ,. 4 CCWCESTRf ARIA LVL OR ESL t OAK 1.46x 1.4 5 6 NOT USED POLYURETHANEFOAM BASF, 1.9Ibs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THLRAIA-TRL1 FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL STEEL 1 p 10 x 3 4 LG. PFH WIX1D SCREW 1fn a to Frome 1 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 1" LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. WOOD 20 HEADER 4.565 x 1.17 ERMA-TRU ppNOEROSA PINE WOOD 2 T 22 NOT USED MNGE dduB 1565' x 1.17' -TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DFADBOLT 24 ASTRAGAL WINDJAMBER II WR68T .052 WALL ALUM.G S-T6 25 GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 LG. PANHEAO SHEET METAL SCREW STEEL 28 PLASTIC L LTTE FRAM SMC, THERMA-TRU . SMC with Id stren h F mm. = 6.200 Dsi Onm TTXt fiEM 28 STEEL 29 K40 x 1. PT THREAD SCREW, "kW 0K 30 NOT USED 31 NOT USED 32 1 8 K. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 DK WIRE BRADS STEEL WOOD 34 35 3 8 COVE MOLDING BLANK 14M8 4.565 x 1.17 -TRU, PONDEROSA PINE WOOD 36 SR aft SIDE SIRE 1HERW-TRU 154 x .67 PONDEROSA PINE 37 10 x 1 314 LG. PFH WOOD SCREW STEEL 38 LATCH AO It %V = 1.1 -TRU PONDOtOSA Wf)OD ALUM. 39 HIGH WATER DAM THRESHOLD SILICONE 40SILICONECAULK41 INOT USED WOOD 42SDaffTOPtBOTTMRALTRU1-',( x SONDEROSA PSTEEL 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45IVES4548" SURFACE BOLT 46 C I UTE M, - U TCM with field stren th F min. = 4,674. si 47 8 X 1-3 4 PPH SCREW FOR ITEJd Z8 do 46 G LAESS 48GLAZING, 1 INSULATED TEMPERED GLASS GLe55 49GLAZING, 3 4 INSULATED TEMPERED G1AS5 50 CC BOTTOM RAIL (1.50' x .883' TW W-TRU IYWO C01P091E) WDOD COUPOSfiE 51 3 16 TAPCOH ANCHORNG ELCQ 1.75 W K LG. STEEL STEEL i F TIFYYW AN(J,DRhC ELCO. 25 MUL !L. T ASTRAGAL RETAINER 120L7 _N MATERIAL: C/R ROD ZINC n YELLOW CHROMATE 3" DRILL TRU FOR / A # 8 PFH WOOD DRILL TRU FOR SCREW 2PLC5 .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER fl WR66T STRIKE PLATE 1 " RETAINER BOLT C> pcgnCCoVCU0 O7.592" L) u iLuwO0j m O-- 1 L.179' ao 2 o n ZONE REACH COMPRES IO/WEATHERSTRLP FOAM CELL CORE W/VINYL JACKET 58" c1. 1 N rn 7 . 35" - ^ i O COMPRESSIONWEATH RF STRIP BYTHERMA- TRU FOAM CELL CORE W/VINYL JACKET c PLAL PM N CN N Ac i RER L ANE • N IVIANUFI0 % til (.7 i 1.767" AMASSER FILE # WINDJAMBER It WR68T 24 ASTRAGAL ( ALUMINUM 052" WALL TYP.) NTS ec WLI m: RN we wo.: 5-2161 9 of i Al l Ti Ta a.l ate. rg 4_ p T__..AMURE T-IERMA o TRU p.ASS1C CRAFT' dYS1gf4Li &0 SMGLE Alm OOUBLE Wig 11GO11T sIDanm BYSIAATID F6ERamm DOOR WITH W000 fRv& . GENERAL NOTES - 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 7994 EDITION FOR MWMI-QADE COUNTY. 2. WOW BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGN; `:D PRESSURE RATING SEE TABLE PAGE 1. 5.. THIS PRODUCT (ZpLS NOT MEET THE WATER REOUIREMENTS R . FOMIAMI-DARE COU14T1'. a. M"..I-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRED. L7_ SIDELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RE1C ogm Ito otl tare condt t sJ Door do Sidelte Leaf Construction Fiberglass skin 0.127' minimum thickness, SMC Fy(min.-6,Ot)0 psi Fare sheets Sid lit _r Fiberglass skin 0.070' minimum thickness. SMC) with yield strength Fy(mirq-6,ODD psi . re sian: Polyurethane foam core, wwithi.9 Ills. density by BASF - Pot panel skin is constructed from a 0.127' thk. sheet monuS&T Rm irderior ca.* is t7kd With 1.9 9- alas" BASF pDovyure8xme foam. The paned foes sheet am gi eel to the wood sties ad rq7% btehandhingeslierareLW. or tSL The btch stie .hirh a 1.426' x 4A9 a fhe notch ranforcarwaL The fop ad bottom rvi are d a nod radial mafedaL inthedoubledoorapplicationthein0ddoorstalkedwdhanextoWninomastrogd of 6060-T6 dby. . The home js constructed from finger jortded pm. ' Wide x 1.25 thick. The, header a joked to If-w side - jarnhs w8h (3 s PFTI Scross d each side. The Umfidd a joined to the ade jet 2 8 x Z5. PFN Seeers d each side. The mates oft toned togeBmr in o appGcdioa acing //8 x 2'tbirpp PFH Wood Sass (6) $crews per each md6on. The nrmfls use an tieing $addle thresfnold rneo" 5.75' x 1.548. p STIq Lip Lie - LW site a 21.656' wide x 58.093 saved w/(ib xx 1.5 tang Tek Saum The banner are sealed with silicone caulking ( Dow 795) to mdelite panel and to the ghss Sidefile SUC tip Lis with yield shekgth Fy(min.)-- psi Li PPC Lip Lite with yield stmngth Fy(mn.r2,145 psi - OA sift is9.85 wide x 65.85 high teased w/( 16) 18 x 1.75' his7Gps Pon Head Screws. The tomes are soled wM skTco cm& hg (Bar 795) to sidefite.ponel and to the gbm Integral Fkah Glazed - The sid, ftattached tosideFte foe s winaide th ropxd (Dow the kaLdated GksL The %s 35.75' MAX. 1ANEL WIDTH FFr x d v 14. 869 .0 Z = MAX. D. L. O. WIDTH E- ay 0o Q` 6 n oN J S91G/ f pf sING off r 74. 5" OVERALL U a W d U o CoCo SEEDETAIL A' _ SHEET 3 105.MAX. OVERALL FRAME WIDTH 36.62625' MAX- 15.5" MAX. PANEL WIDTH FRAME WIDTH WIASTRAGAL ) 375" k44X. 14:868' MAX 14: 869" d MAX D. L. O. D.L.O. WIDTH WIDTH. NAC SEE DETAIL A' 9CIIYE SHEET 3 DOUBLE W/ SIDFLI11=5 INKS UNII f AE WIDTH A M r- 68.51 MAX. OVERALL FRAME EELDEV THEINTERIOR WT R I 0 J z I 14:869" o 869' c MAXD.LO. z S D.L.O. WIDTH 0 WIDTH o OJ e7/ o ui ui 16ci awi x A ACTIVE_ wT RE RATIVMER INFILTRATION REQUIREMENT IS NEEDED) RFACE BOLTS WITH SURFACE BOLTS 0 ASTRAGAL k WIND.IHMBER d ASTRAGN- R."TTH67.0 PSF 47.0 PSF 65.0 PSF - 65.0 PSFUBLE 47. 0PSF65.0 PSF - 65.0 PSF ES 13. f SIDEUTE WIDTH 7.125' MAX:: D-LO. WIDTH LIP UTE 7.0 MAX. D.LO. WIDTH IHiEGRAL UT 15.5' MAX. FRAME WIDTH 13.938" MAX. SIDELITE MOTH 7.125' MAX D.LO. WIDTHL UP LITE 7.0' MAX D-LO. WIDTH INTERGRAL LI n O CCO 8gO to O laJ O OjGo O wDo aWM9 26U 613. 684.3831 DM 11 8 WAIF NIS on. en WLN a0L sr: RW S-2164 sxtfr 1 OF 8 U 3y y w fl 7 8 x 28 E3ZERl4B t MIN. GLASS TNK. T us• uru nx oINTERIG umi CS e N Z xm T-- sy Z Y y 1.68• MIN. PANEL TNK. ' SEE CRAZING DETAILS E (SHEET 8) EXTEM E I IIF8I4B EXTERIQB MEMO EN'rl2AL FLORA Ba ®o 2 INSWING -DOOR PANEL 2 SIDELITE PANEL A NUFAC TIME N o Cj ti 7 7T d 2 a JNIMO 0 ui ztat•—{ t.691• I JNS'M NG lSIDf[ESID f[E 31 80j07mm tI9MM tffi7B p70. 09• EXTRUDED VINYL WALL F• 0: N 000- O00 Z u mow o: 2o r Q00 wCO a 813.664. 3831 rC: 11/ 8 O1 AM N' S rc. BY. WLN tL or. RW WWMC M0. S-2164 2 of T ItaIRIOR BOLT U- LG. TOP E@fQ6 do BOTTOM (2) BOLTS 18 AT. TOP do (2) A. BOTTOM i 3 ® ASTRAGAL 1.15' MIN. EMS. r 25" MAX. SHIM15" MIN. C-SINK Y z RI z 29PIP w m ¢ 49 V O a0Dp 0.-6 0.. OL 00 o EL O t QpQZO- g Y JNgft1QB U LuoW ^ 53 45 S NOTE 3 _ a THIS SHEET Q co 2 Uzi a SEE NOTE 1 do 2 THIS SHEET DETAIL A" OPTIONAL ADDITION OF SURFACE BOLT ai Y co WtDZ0 UJ xn Lu IN 31QR Z Y / \ 36 E SEE NOTE Z 6 9 9 SHT.4 e34 YY BURD0 4 L wnsuLumm. ws 613.684.3831 v 2 MUWON am1/8 01 NOTES vwc. cw_ er. vy. NWLN 3 RI NT R TI N 1. THSURFACE BOLTS ARE AN OPTION ON THE ACTVE DOOR TO ACHIEVE A _ T 45 i i o HIGH PRESSURE RATING. j; i fZW 3 O SIDELffE TO BUCK 2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM ems,- THE SIDEUTE CROSS SECTION T ?'. ' ' L''•!c o OFTHEACTIVEPANELAT2.5" CENTERLINE FROM THE LATCH STILE EDGE r } . J, ,I o S_2164 rTHE STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD _ i_` µ3. THE SU2RFACExB LTS WERE ATTACHED TO THE ACTIVE PANEL WITH ( 4) 10-24 SEX BOLTS. 38 25' MAX. SHIM SPACE l Lff8146 C z 48 1 28 ! oow v 18 4 LATCH JAMB TO BUCK, NtTTFS: 1. THE SfDELfTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS 1S ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). Z SPACING FOR 18 x 1" PANHEAD SCREWATTACHINGTHEASTRAGAL. TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3 5. 78.25. 54.0 77.0' 90.25. 92.25. do 94.25 3. THE HEAD JAMB IS ATTACHED TO THE "DE JAMBS WrTH SEE NOTE 1 3) 18 x 2.5' PFH WOOD SCREWS AT BOTH SIDE. SHT 44. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH ( 2) 18 x 2.5 PFH WOOD SCREWS AT BOTH SIDE 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0 7. 23.0.*, 40.0, 57.0. 74.0' do 90.5' .THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILT:, 4- IN FROM THE OUTSIDE CORNERS. SPACING FOR 18 x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 17" O.C. 3 7.. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 110 x 1 3/4" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE I10 x 1 3/4' SCREW. B. THE SASH WAS STOPPED IN WITH A NOMINAL 318' OUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1" x 0.04' DIA. WIRE BRADS AT 2" mnu EACH END A MAX. OF 12" O.C. SEE NOTE 5 SHT. 4 0 00 00 ` O O. 0 0 000 Z ym 3 uj z 34 SHE 5 SEE NOTE 2 i 4 HINGE JAMB TO BUCK, NOTE 6 E RIOR Z Y to 6 f-3-*RaQNT R T 4 o STRIKE JAMB TO SIDEI,* 37 4SFIT. SEE NOTE 25' MAX. SHIM SPACE Y ziE c Lu N N n2vol CL0 Z o L`' o W a Z 3yy Mw UZ is Q! NF U U I_ _Ln 513. 684.3831 wu; NTS RM o®olff FL® o v CENTRAL0. p N SEE DETAIL "1 " 0 CO10,126" 66 3• c oa..{{ 66. m 1O 6"fO3613 TYP. 13wsTom• SEE DETAIL SEE DETAIL nVIP. - a SEENOTE - _ - E• iyp. `tj . 3 SHT. 5 y m a! O in _ 13 r z c SEE DETAIL ym pa C. iYP. lqn TYP. N u U4f UZ4 TYP. SEE DETAIL TYP. N tno y Z- 7d' CDSEE A" 851 A- - . 51 DETAIL L _ t 51 - i TYP. t t t TYP. I t t t 3" io 1 6' 6" 6. 3 3- 3" - v 6" 6 6 7 a DRILLTHROUGH FOR SEE DETAIL "H" A 0.357" BOLT DEEP ENOUGH FOR A 2" SINGLE DOOR BOLT THROW MI IRI F DOOR W/SIDED 1 NOTE: USE ITEM 113 A 18 x 2 112" PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLE PLATS TO THE JAMB OR ASTRAGAL EXCEPT ot APPLICATION WITHTHESIDELITELSEITEM143 A 18 x 813.684-J831 37 13 2" PFH WOOD SCREW.O7 O SURFACE BOLT . - ATTACH THE STRIKE N.T.S. 13 STRIKE PLATE PLATE TO THE THRESHOLD owc.sr. WLN 10 W/2 / t0 x 2 112" PFH WOOD SCREWS cR rt: RW DETAIL ASTRAGAL STRIKE PLATE IIFTAIL "H" - wo S-2164 OPTIONAL SURFACE do 10 BOLTSTRIKE PLATE ASTRAGAL THROW BOBS AT THE THRESHOLD s S a 8 DETAII " " OFTAIL SEE 3 SH J a u SEE .K. DETAIL ro_ SEE DETAIL J" 6. 31 tC6 DlAll -K' cu+ri F DOOR W/SIDELM SEE DETAIL C. TYP. SEE DETAIL W 6- 6- in O a 6 3- 3•' w Zoto n 3- 6- 3 F W O OII SEE DETAIL TYP SEE DETAIL E' N ul CL TYP. a to p Qz y N 3 z p2 Q tn z U.y cc O SEE DETAIL L O ATTACH THE STRIKE p SURFACE SOLTT jPSTRIKEPLATE', LLATE TO THE THRESHOLD l:l i1 l: e 111t111 1 o h/ 2 10 SCREWS I nFTA1L "K" OPTIONAL SURFACE Y.1 PTIONAL SURFACEBOLTSTRIKEPLATEMANUFACTURER1 . wT STRIKE PLATE 19—---__ ll'..r sir' ."1i1 Iii-•L`1 T7 ...:_----____ -„"-. .... 1 813.664.3831 IE 11 8 01 ruE N.T.S. m. er—YVLN x er: RW y rc pro: S-2164 u srs OF I I i IL 0 71aa CONK tJ1P m o w. O rr aOT70M RAIL W000 COMPOSITE C[ HOgC-r nDF c7n F O.F CORE MATERIAL: LVL OR LSLALTERNATECOREMATERWtPONDEROSA. RADWTA PULAI. ELLIOTIX TAEDA OR SUGAR PINE DOUIXAS OR WHITE FTR. CEOSR 04CDCSE CEDAR OR REDWOOD. DRILL THROUGH FUR ILL THROUGH - FOR .357' OIA. ASTRAGAL A f8 PFH WOOD RETAINER BOLTS SCREW 2 PLCS . 1 1.50 rr TOP RAR Q W000 pDA1POSITE f.-1.077' 1.531'-i dnjnoW D p t4DV SA36FINGERJpyITmPONDEROSA PINE g r1.077'-{ n C.2) RAIL FINGER JOINTED PONDEROSA PINE RETAINER 24 wunYumER n WR68T YLUMINUM 059' WA• f TYP.) 2.116' n O','_ _±+ OPEN LITF SMC FRAME EXIT IDED SMC 92" 1 CJ// WOOD FRAME in WM THRESHOLD EXTENDER r - 5:75' ctF nnlcnNC n15'Ywur caMtF THRESHOLD SUBSTRATE QEXTENDER: 6063-T5 ALUM..W5" UK WALL SUBSTRATE: KILN D SPRUALPINE CEDAR OR POPLAR NNYL THRESHOLD: . 1.920' oe, m 14 VVM .OW- MAX WALL..035" UPI. WALL a 175' —TI .178' I O ONG REACH 7 S er. QFTA!uER BOLTe COidPRFSSION 'YIT ATHFRSTRIp BY THERMA—TRU _ F =F p. FWW CELL CORE WMYLNJACKET o YLOW/CHROMA•IE JACKET T 1 C NTRAI SURFACE r cmIKF (1 5' STFFI_) x 1 PROVIDEDATTACHTOSILLUSINGSCREWSF.H. SHEET METAL SCREWS PROVIDED WITH BOLT. 813. 684.3831 L 1 NTS a Utt: WLN 1, ''. . - 453" GLASS zLJ SITE ti 1/8" TEMPERED n 0 gFXTERIOGLASSN o Do c 1/4- AIR p o mltL2 SPACE m Z or, 1/8" DECORATIVE p w^ OGLASS 0 fL oo 1/4- AIR SPACE 3 Q W 6 9 13NTERCEPTL I/88GLAS TEMPERED W 0 a m z 1" INSULATED TEMPEREDSQM ACING DETAIL SHOWN W cLAl CRAFT" SMC LffE FRAME FOR DOOR PANELS)ZREQUIRED 453" GLASS _ SITE 2 e 1 3 0 w 1/8" .ANNEALED GLASS Z c < o .., o 25" AIR SPACE a %n ifQ. o. 1/8" ANNEALED 5 GLASS INTERIOR PT30NOTUStUVINYL 31 INSWING SIDELTIE BOTTOM BOOT _ 32 1 8 THK. CELLULAR GLAZING TAPE ST1K-II TAPE 33 1 X .04 DIA WIRE BRADS 0 D 34 3 8 QUARTER ROUND MOUDING BLANK JAMB 4.656 x 1.111 THERMA—TRU, PONDEROSA PINE STEEL 5 SIDELITE SIDE STILE THERM " I'RU 1.531 x .656 PONDEROSA PINE 37 10 x 1 3 4 LG. PFH WOOD SCREW 38 NOT USED 39 NOT USED SILICONE 40 SILICONE CAULK 41 42 NOT USED silo E TOP d BOTT011 wvl -TRu 1531 x .656 PONDEROSA PINE WOOD STEEL 43 8 x 2 LG. PFH W000 SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT USED TCM STEEL46 47 i NOT USED GLASS 48 GLAZING. 1 INSULATED TEMPERED GLASS GLASS 4g GLAZING. 3 4 INSULATED TEMPERED GLASSTHERMA-TRU COMPOSITEWOOD LM17t)ESp 51 1. 0 x . BOTTOM RAIL 94 NG16TAPCONANCHORIELCO. 1.75 MIN. LG. STEEL 52 16 TA CON ANCHORING ELCO, 2.5 MIN. LG. STEEL 53 10-24 SEX BOLT field th F min =2 145 si PVC 54 PLASTIC LIP LITE FRAME PVC with o stye 3 . 25 STEEL INTERCE 6 9 SPACER . SEE NOTE 1 SHf. 4 5" INSULATED GLASS V Pvc LITE FRAME GAZING DEL SIDELITES ONLY) 0. 5" GLASS SITE .0625" THICK DOW 795 a GLAZING COMPOUND o 1/ 8" TEMPERED O GLASS 0 w O 0 QQ O Q O OQ 1/2- AIR SPACE Q 0 O O 0 1/8" TEMPERED g 3u//6eaaast. z Y GLASS 1/ 8/O1 1/ 2" STEEL INTERCEPT SPACER to gig ® o ®• NTS CWPRALa YI w- er. WL.N 4"" INSULATED TEMPGR ERED_ GLASS A7 l 8; • q°` or RW ri A [ Nr DETAIL SHOWN W _ A(ir jNt+a °"""°x N0' RAFT" I ` U S- 2164 SIDELITES ONLY) la lYEriS1 9J " " 35 IULAM 36 w x ,.,. „><,...-....., . SUGA SDE SIRE M, 154 x . PAL P9rE WOOD 37 liflo x 1 3 4 LG. PITH WOOD SCREW STEEL 38 UQOI UIB 4565 x 1.1 PfROSA WOOD ALUM. 39 1 HIGH WATER DAM THRESHOLD SILICONE401SILICONECAULK 41 INOT USED WOOD42MillVi6l1fIDY &V A TdC 1 x POI f1dDs1 STEEL 43 8 x 2-LG. M WOOD SCREW 3 16 SEX BOLT STEEL 45 NES 454 8" SURFACE BOLT STEELSTE TCM with d str F min. = 4,674 STEEL 47 8 X 1-3 4 PPH 'SCREW FOR RFhI 25 k 46 G(A5548GLAZING. 1 INSULATED TEMPERED GLASS GLASS49GLAZING. 3 4 INSULATED TEMPERED GLASS 50 L;O = RAI (i3D' x Aj- TIIEMA-mu MWO LtiIP0511D 51 1 T wit AhYimc ELCO. 1.75 MK La SJUL 52 3 16 wum AMDOW ELCO. Z5 MK La STEEL T ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC -1 do YELLOW CHROMATE 3" coN .- rn mN LONG REACH COMPRESSION WFATHER57RIP FOAM CELL CORE W/VINYL JACKET o cr- N o Go aV1i 8:5o OWo 3Qco a N 1L.158 O N T DRILL TRU FOR 04 I m A f8 PFH WOO DRILL 7RU FOR a? c SCREW 2PLCS .357' DUL ASTRAGAL a RETAINER BOLTS I WINDJAMBER II WR68T STRIKE PLATE O7 .35" t COMPRESSION WEATHERSTRIP BY THERMA-TRU RETAINER BOLT FOAM CELL CORE W/VINYL JACKET = o L FI. n pj N MANUFACTURER NAME. v 1.767' -- MASTED. FME WINDJAMSER It WR68T 24 r ASTRAGAL (ALUMINUM 052" WALL TYP.) 11 ery RW m N= 5-2161 r 9 a !