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Home My WebLink About245 Venetian Bay Cir 04-2882 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS Morrison Homes 154 Southhall Ln-#200 - Maitland, FL 32751 407-257-6940 CRC 041929 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION V C PERMIT # "- ' a j j DATE PERMIT DESCRIPTION 1 C PERMIT VALUATION SQUARE FOOTAGE 0 d y WHUWT WEN i co Rl.ORIDA ,p? fORA7CD City of Sanford Certificate of Occupancy This is to certify that the building located at 245 Venetian Bay Cir for which permit number 04-2882 was issued and has been completed according to the plans and specifications filed in the permit, to wit a 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: F Ortiz Engineering: G Hyatt Public Works: 05/ 06/05 05/06/05 J Crumpton 05/ 05/05 Utilities: R. Blake Fire Department: Zoning: 05/09/ 05 Morrison Homes Q3-, Yv1 ' 05/10/05 Property Owner Building Official Date I CERTIFCATE OF OCCUPt`11 NCY REQUEST FOR FINAL INSPLCTION NEW SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 05/05/05 245 Venetian Bay Circle Morrison Homes Jeff 321-282-8823 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. gineering Public Works Utilities Fire lZoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPE TION NEW SINGLE FAMILY RESIDENCE **** DATE: PERMIT #:' ADDRESS: CONTRACTOR: PHONE #: 05/05/05 245 Venetian Bay Circle Morrison Homes Jeff 321-282-8823 The building division has prepared a Certificate of Occ Ipancy 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 2 ddendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire ublic Works 51-71w ' lZoning _ Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY i REQUEST FOR FINAL INSPECTIO 10 NEW SINGLE FAMILY RESIDEN "-'E 40 1 1 1 r DATE: 05/05/05 1 , PERMIT #:' 04-2882 ADDRESS: 245 Venetian Bay Circle o g CONTRACTOR: Morrison Homes 6 5 S CLaLW a 1 PHONE #: Jeff 321-282-8823 W. v The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your depai-iment. After your inspection, please sign off and date the C. O. or submit -addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works iZoning _ Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL, IS CONDI"I !uNAL) Vj LMBC1001 CITY OF SANFORD 5/05/05 Address Misc. Information Inquiry 13:10:47 Location ID . . . . . . . Parcel Number Alternate location ID Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240775 23.19.30.502-0000-0880 245 VENETIAN BAY CIR Free -form information LOT 88 *************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2882 PD 8-20-04 SEE REC#7116 3/4"WA METER SET FEE $190.00 PD 8-20-04 REC#7116 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CITY OF SANFORD PERMIT APPLICATION It: Permit # : O`A Q k a Job Address: !; Li 5 V UN Description of Work: —,r s Historic District: Zoning: Value of Work: Date: Permit Type: Building Electrical k Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential . 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: %S01 C Contractor Name & Address: arts Phone & Fax: ,o 0 Bonding Company: Address:. Mortgage Lender: Address: Architect/Engineer: Address: Attach Proof of Ownership & Legal Description) t°n eS 1S 1 Sp 4k, ho.\l -e ,n e t S,-b i )n is Phone: i``Yc) ! " (O 9 9 0C3 hr) StateLicenseN um[ber- F-l_ " 0of 0 } SY A'I-t outactPerson: sac . 5,4); r1 Phone: -Me- tiS-ryri t2 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 separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal, agencies. Acceptance of permit is verification that I will notify the owner of the property of the req ' is of Florida Lien Law, FS 713 Signature of Owner/Agent Date gignature of Contrac A Date e., 7A a u SM t Print Owner/Agent's Name Print Co or/Agent's Name Signature of Notary -State of Florida Date Sinaldr—e of Notary -State of Florida Date -- n, Jennifer Alrnodovor Noy Ctxrwniasion OD272809 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally K.bOF MStpires December 07 2007ProducedID _ Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: initial & Date) Utilities: FD: Initial & Date) (Initial & Date) Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) April 25, 2005 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 88 Venetian Bay, 245 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 245 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 88, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. T..Darae L. Przemieniecki , P. S 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 Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION I Foe. lnsuranoe Company Use: BUILDING OWNER'S NAME Policy Numoer, MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 245 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 88 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): W - ##' - ##.##" or ##.i( ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth 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, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-aa 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 (inducing basement or enclosure) 15. 1 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 V/ o d) Attached garage (top of slab) 14. 8 ft.(m) E o e) Lowest elevation of machinery and/or equipment servidng the building (Describe in a Comments area) 14. 3 ft.(m)AC ServiceE co o f) Lowest adjacent (finished) grade (LAG) 14. 2 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 14. 5 ft m) N' 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) CFI. 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. Prcemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS - CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Spdngs FL 32714 SI DATE TELEPHONE 04-25-05 407-788-8808 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 245 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company ',NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here 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 ownei's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are 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 G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herz 4* o4ssocia les Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 89°59'43"E 50.00' L 2 S 89°59'43"W 50.00' LOT 71 LOT 72 6WOOD FENCE LOT 70 ONLINE 0.0' L 1 0. 0' 0 1, LOT 88 B- GRADING o 500 SO. FT' N 24. 7' o COV. O PORCH O O 15.3' O . O O 1979 YORKSHIRE - A 6 B- SINGLE FAMILY RESIDENCE FIN. FL. ELEV: I5 1 LOT 87 3 O o LU(Z LOT 89 10 w w Q wO O - O O_ a O 6.0'o a J O O 12.7' O 21. 3' 7e 0 185. 00' 0. 3 L0.2' O CIL EL 13, 3 c. r. N 89° 59 ' 43 "E Y 574. 00— — — - P.C.P. ' REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT "F " PRIVATE ROADWAY ADDRESS: 245 VENETIAN BAY CIRCLE LEGAL DESCRIPTION.' Lot 88. " 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. SETBACKS: FLOOD HAZARD DATA: The Parcel shown hereon 6es within Flood Zone X: Front 25' Rear 20' according to the Flood Insurance Rate Map Community Panel Number Side 5 ' Corner 15' 12 0 2 8 9 0 0 3 5 E. Dated 0 4 117195. Minimum Lot Width 50' City of Sanford. Community Number 120294) Note: Beorings shown hereon are referenced to the CIL Flood Zone determination was performed by graphic plottingq from Flood hsurance of VENETIAN BAY CIRCLE as being S 89°5943"W. Rate Maps provided by FEMA. No field surveying wos performed by this Frm to Vertical datum is based on NGVD per Engineering determinethisZone. The exact zone location con only be determined by an elevation construction plans by Neal H i I 1 e r Engineering. hc. study. We assume no responsibity for actual flooding condtions concerning this parcel. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey In the field N O V Q 2 2004 performedonLegend 2. No aerial, surface or subsurface utility installations, underground improvements or 0 Temporary Benchmark ois attest subsurface aerial encroachments, if any, were located. assumed datum) 0. O.R.B. Official Records Book OffiPla3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back or sidewalk Book 4. Elevations shown hereon, if any, are assumed and were obtained from approved C/L Centerline PC PCC. Point of Curvature Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown d Central or (Delta) Angle P. C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed CALC Calculated PG. Page temporary Benchmark shown hereon. CB CD Chord Bearing Chord P. R.M. Permanent Reference Monument 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument PA- Property Line Rights - of` -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P. O.B. Point of Beginning Public Records has been made by this office. FINAL EL. Elevation (Measured) P.O.C. P. I. Point of Commencement Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Elev. Found ed Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. 1.P. . LP. Iron Iron Pipe pT point of tangency 8. Copies of this Survey maybe made for the original transaction only. I.R. Iron Rod R Rdius Denotes %' Iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RAO Raadial Line X" iron rod with red plastic cap marked 'Witness Corner', unless otherwise noted. LB Licensed Business RES. Rv Residence Right - of - Way 0 DenotesP.C.P. (Permnn,eoVcontraL point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent- Re(erence,;Monunivnt i?AMea Measured TYP. Typical 2005 Herx B Associates, inb. tili''rightr reSErved N/D(N8D) N.R. Nail and Disk Not Radial r—//— Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid.Wtthbut'thi slgni'un aed the,orginal raised seal of a Florida Ilcensed Surveyor and Mapper,- '. Drawn b y : AH This survey meets th6• requirements of the Florida Minimum Technical Checked b y OP Standards as ntainsd m Chapter Q13i 6 Florida Administrative Code. CERTIFIED T0: Prepared For: MORRISON h__ j JANUARIA B. N FINA r 82005METROPOLITIANFINANCIALMORTGAGEJob Number: 02 017 02 Scale 1'- 30' A UNIVERSALLAND TITLE. INC. Plot pion perrormed: 06-22-04 William A. Herx, R L S. FlofidaRegisteredCand Surveyor No. 3182 FIRST AMER I CAN TITLE INSURANCE CO. Foundation Survey: 1 1 - 02 - 04 Darae L. Przernieniecki, P:S.M: Regisie(ed Surveyor and Mapper No. 6030 Final Survey: 04 - 12 - 05 William R. Herx, P.S.M. Reglstered Surveyor and Mapper No. 6092 Add Certifications: 04 - 18 - 05 Herx 6 Associates Inc., State=of Florida LB 4937 err f"1,1-46IT AYF L 1 T1' ii; F62:T,kt,PfLlili P vc1:. r -' 3G'cl €•t+;+ .3€=?G:e - "'.u.Ci't` A-_l'rS.F: . 3e 0i3/ .,'.€F 30 i`` `' 1 e n-v;chi, r z' n r 1.c: -- - t - c? l E C_ i 4 Nte a a:i,; AeSi et te+a •. i 3o r vidPnii-,i NOW \ t:.. —kz3fout 6., F vim- Ceq,vIrG:d) VIUMbitig/ New Commereeii: 'r`,t ofFi •tares # or aYafe? A; Scsre. Limts Iti, of Cm, 3 rrws Fiur;<lblinolpav of YdPwd clam- Piam tin Repgh x Resiew iai oF, cor-u-.-jr-jci j 0yap"Aney Type: pesiteneial Cfl,:cia1 ln t aaf oWa SqBtaA& "Aa-zge: CotiEtroeiiot Type: = of Stiorles: ; o; DwIfi UIR €4 €: P1 A trri recel'Ered fC,tr o,El(<( Gk1<;¢,i panel #: Ovyners Name Address: Contractor Name & Address: LAtdas'h f reof of (A;Yne&Ship) A Z,sgaF hone: Q CV1e. ttr,, Q 3 ti.f51 S-T' i i"i H i J SfF 16e5t- 3e`>' IJmDEr • ' "U&% Phone Fat: TAMAh ` ff fti' / F Bonding Company: - A ddress' _.._._ Mortgage Lender: -- Address: Architec-UEngineer: Phone: Address: - Application is hereby grade to obtain a permit to do the work and installations: as indicated. Ice- if}+ that no v.'ork or installation has contn',enc.ed prior u, tl,e - - issuance of a p i„ it and that ell work 1,1611 bu p-Mfo„n'r-d to mgl-pi standards of all Iwo's ,eb lating worst 86bon In. this Juiiisc}icgon. I ,un,&M anel thaff a seaara& per must be secured ;orEiECTP1CAiWO-R:rPLUMBG, IGIq, -VIEf LS, POOLS, FORiNACES, 30_-sr._.LPS, 14FAT! S, TF`JlKS, and AIR CONDITIONERS, etc. OWNER'S. AFFi}DAYI! : I cc-i651,, that all of the foregoing into—nticn is nett ate and tha_'t all rio,ie tali b-e done in coer,, liana ".'th ap applica l(. i%w:: rr.p.,,J.ti tg C0ts-VuC'h0P and toiling, 'WA—r;L trjuG TOO i s ryo U? FAILUru TO RECOrZs) A !,iO i ICEOr iO1i11+1.EpjC& ,3TYI IA _r RZSUL7 I7,1 ' t.j11_l.' 1.j ...Iiq I VdICE FOP 90PROVEMENT5 TO YptP, naOpF7tY. f t- YOU ii` i , I- Itj TOOBTAM > !lA'mC'FitiiG, COl' :. I dVl [ Fi YOUR. LENDER 51t AjJ Ft (J ORTIEY BEFOPF icFCOPJFHG YOUP NOTICEOFCOSllviENC_MENT NOTICE: In addition io the requirements of this p ,,, it there : tay be additional rest,ictions applicab3e jd t_Ivs prop !tih . inay b- _oud t,( fJie puiilic ieoru of this counj, and there rna;r be addi'iiona] . required i om oche govern,. enta) entities such as ,Wre<,-, ag t tiers late. enctc, c,r it.dr-:, nl agcncies. Acceptance of pernit is verification that i will notify the ovner of the property of the requirer" of Flo eP"Kwe1S 713. Signature of Owner/Agent Date Pnnt Owner/Agent' s Name Signature of Notary - State of Flonda Dale Owner/ Agent is _ Personal)., Knox n to Me or Produced iD AN'LIC'AiiON APPROVFD UY: Bldg Zoning. Initial c4 Deti) dnd,tions; SQ.ell-ncior/ Agent C` M PnFAContractor .Agent' s Nam( Signature of No_ rv-State of Flonda 1-1, IOg Date Date C on(raclor/A2,-.: u _ Personah, Known to Me or Produce.' . Initial It Datt) fniUal k Dare) (1 ,fral Dat C. rat l : ra ,,1E. r ral COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISS(!FD BY CITY F SANFORD STATEMENT NUMBER 104-76318 DAT0! BUILDING PERMIT NU :~` C MBER: __________ UNIT ADDRESS: TRAFFIC ZONE: JURISDICTION: SEC AWnL PARCEL!! AT PSEALAT OWNER 1"IAME. fox- rv~w"-,c- APPLICANT NAME: ADDRESS: i LAND USE CATEGORY: 001 _ Single Family Detached House TYPE NME: Residential WORK DESCRIPTION: Single Family House: Detached - Construction i FEE BENEFIT RATE FEE UNIT RATE PFR # & TYPE TOTA| mU TYPE DIST SCHEDULE DESC. UNIT OF UNITS ! ROADS ' ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 7O5.00 ROADS COLLECTORS NORTH O dwl unit'$ 142.00 1 $ 142.00. LIBRARY CO -WIDE O dwl unit $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 54.00 1 $ 1,384.00 AMOUNT DUE STATEMENT RECEIVED BY SIGNATURE: ' NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TnNOTIFY-O"uER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY' 3-CITY 2- APPLICANT 4-COUNTY NOTE** PER) NS ARE "ADVISED THAT THIS IS A STATEMENT OF FEES WHTCH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY,RIGHT S OF TY; APpLICAwTb OR OWNER, TO APPEAL THE CALCULATIONS OF THE' ROAD, LIBRARY'SY9TFM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED, By FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVIN8 SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY DR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THF COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEAiS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT' 300 NORTH PARK AVFNUF SANFORD. Ft 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD PEFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS sTA'EMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLFFAMILYBUILDING PERMIT******************** l 2-03-20d 1 2 : 59Pfa FROM CITY OF SANPORD PERMIT APPLICATION Permit # d ci O d Date: Job Addreca: m VQXA L n r c l Description of Wor,lf I Tc ' oHistoricDistrict: hoo Ztiln — g Value of Work: f Permit Type: Building Pjactrical Modmical Plumbing N< Fire Sptiakler/Alarm Pool Electrical: New StMoc — # of AMPS AMition/Aiteration Change of Service Temporary Pole Mechanical: Residential Non-Rcsiden6.4 Rcplaeemeitt Now (Duct Layout dt P-naU C dc, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Liner # of Gas Lines Plumbing/New Residential: # of Water Clouts Plumbing Repair — Residential or Commercial Occupancy Type: Residaltial _Commercial Industrial Total Squate Footnet: Construction Typt: # of Stories: # o(Dtrelling Uniu: Flood Zone: (FEMA feam tngatrpd for other than X) pared 0: Owntrt Neme A Add,..: Contractor Nome dt Add.: ( r Phone & Far: %i _ Bonding Company, Address: MortBege Leadcr: Address: AnAca Preo(e(OwaerahlP & Legal Deacripdoq) T) PMet: — U D "? b; a U -L—ro c- 1-1 rl _sl tQSe1.o u State tkeatt Number: ont moat Y e c1y C Phone: () t}y—i C ArtMtltUEnglnter: Phone: Address: Fart: Lr\.k 61 v 4, Application is hereby made to obtain a permit to do the work and installation at indicated. I certify that no work or installation has ootttmontal prior to theisaancaofapermitandthatallworkwillbepetiotmodtonwtttwaMrdsofall awt regulating oontttuction in this jurisdiction. I understand that a separatePermitmustbc."cumd for BLEMICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDA Vlr: 1 Certify that all of the foregoing Information is acturue and that all work will be done to complianoe with an applicable lawn regulatingoonttruclionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINCiTWICEFORfMPROVBMENTSTOYOURrROPBRTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITI( YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT- NQM: In addition to the requirement; of this permit, there may be additional restrictioat applicable to tpit Properry dui may be found in the public moor& ofthisbounty, and lhero may be additional potmits requited from other govttwnesuel entities Such es water mmattmool disttitu, cute a8rneia, of fudcrat agenad. Acceptances of permit is rcrifrUtion rill notify the owner of tht propcttyof the roqui net f FI Law, FS 711. ySetofOwner/Age Date Sig o entracte .Agent au 7 us r- Pnnt 0 uer/ gcm's Nam I ri r ConuaaodARentl Name Si6nanrte of Noury-Sate of Florida Date Signature of Noury-Sure of Florida Date Owger/Agent Is = Personally Known to Me Or o r cM is EBRnatNd N, mePruduccdIQ w- u tlW -CC e04eaa9t- EXPIRES: February 25, 2007 APPLICATION APPROVED By: Bldg: Zoning:..1.800-3-NOTppR.Y. FL Notary Discount Assoct(Jn r cc- p¢P. Initial & Date) (Initial & Deft) (Initu &pate nitlel & Date) Special Coadkionc 900L u IVY 3 e so apt Karen Giknan O'Lmem 1 AW • My Commission DD315674 ue"19 dale) 'r*netF Expires May 03, 2006 l D Ti r , r-. Permit # : O A 2 Job Address: Description of Work: j Historic District: CITY OF SANFORD PERMIT APPLICATION Zoning: Value of Work: Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 0:. e Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole _V_' 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 Waterater Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V/Commercial Industrial Total Square Footage: o - • Construction Type: GM U # of Stories: # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) 23-19— 30-'' S02— 0000—t 1K 0 ( P g Description) Parcel #: ,ems Attach Proof of Ownership & Legal Descri tion / 161* %' Owners Name & Address: D jU( S/ 5061rHH1%11 IAN , M /TC fiNAA& 3, y 5 Phone: 4t076z,70077 Contractor Name & Address: G M4UA / / LSOV l1t67n&-S p / adat-e f /Q y / SQtateJLicense N ummbeer: c c/ .3,? ` c=•7/' Phone & Faz: 0 6 Q J 7 0 S Contact Person: 41/1)0 1 u/71 h Phoner 07),:2 / 0 w Bonding Company: /t/^ Address: NA Mortgage Lender: . ii A Address: N A Architect/Engimer: Address: Application is hereby made to obtain a permit to do the work-and installations asIindicated. ri1certifythat no work ord issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jt permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS WELLS, POOLS, FURNACES, BOILER; s... r r 3 G AIR CONDITIONERS, etc. i;. OWNER'S AFFIDAVIT; I certify that all of the foregoing informilion is acc rateconstructionandzoning. WARNING TO OWNER: YOURT-KILURE TOIE—t TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF Y6b-TNTENU-TO ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this county, and ere may be additional permits required from other governmental entities such as water! Acceptance o e it is verification that I will notify the owner of the property of the requirements of 0 Si "at a of Owner/Agent D Signature o < N $ Print Owner/ Print Contra cke 52 Z ° z--------' d o p¢q Signat e o Notary- rate of Florida D e Signature of N O X ion has commenced prior to the ion. I understand that a separate TERS, TANKS, and ice with all applicable laws regulating MAY RESULT IN YOUR PAYING H YOUR LENDER OR AN property that may be found in the public records of tgement districts, state agencies, or federal agencies. Lien Law, FS 713. tor/Agent ate rtateof rida Date t•,°Owner/Agent is Y Personally Known to Me or Contractor/Agent is — Personally Known to Me or n — Produced It.' IJA _Produced ID N/4 rOt .. ` Utilities: APPLICATION APPROVED BY: Bldg Z24f' Zoning: Initial & Date) (Initial & Date) Special Conditions: dgPhNeclq k,c@C l• cave FD: Initial & Date) (Initial & Date) 5LVS° Imo-/ n 4 Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. 1 IM IN 1111111 all 11 i11 II i1Y YI il11II 11YI 1 all is IBI it !N 111111 1 IR3I MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05375 PG 0072 CLERK' S # 2004106948 RECORDED 07/08/2004 01:39:40 PM RECORDING FEES 10.00 RECORDED BY t holden CERTIFIED COPY iWARYANNF M®.RSE ILFRK OF CIRCUIT COURT BE OLE COU T, DEPUTY County of Seminole. JUL O 20 04The 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. , AOO Street Address ay r Sanford, FL 2. General description of improvements : New single family residence 3. Owner information : Name Morrison Homes Address 151 South Hall 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 Marek Bakun 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 co 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 r ; ording. Date Signed: 7' 2' s Signature of Owner's Agent, Marek Bakun : Sworn to and subscr' ore me this by Marek Bakun, who is personally known to me. D. A CLARK . r ' * MY COMMISSION # DD 214811 EXPIRES: June 27,2007 er ( 107htu8utlgetNotaryServices Signature Nota : No otarySeal: e Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re web.seminole county_title?PARCE. PARCEL DETAIL c'J Back © ;fir Seminole County Aafacrtp +psntses r.c vi ts tifii rstSt, Sanford Fl,1177.1 407-66.9-7546 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0880 Tax District: S1-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:..-: 245"VENETIAN-BAY. CIR SANFORD-32771 JusLand t Value: $26,00 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp 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 88 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1 of 1 7/7/2004 8:04 AM r LIMMITED POWER OF ATTORNEY DATE: JUL - 8 2004 I HEREBY NAME AND APPOINT: DAPHNE CLAZ& G STAV BOTES EACH AN AGENT OF: MQRkISON LLQ&a 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 : U U SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: DATE: JUL - 8 2004 BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. I SIGNATURE OF NOTARY: txc0000v00000cvect,veoon000wos000aov0000aooa ovaea000 s"ao L tIARA K. HORSd cr CiQd Wn1SWon# 00014=1 o 812W 004 Bonded through NOTARY SEAL° «ALL 4254) Ft;da Norar/ a n., anc: fi 0k.q.........n ne q 0..........................Otl —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 Map $fLINEBEARING S My L I N 89°59'43-E 50.00' L 2 S 89°59'43"W 50.00' LOT 72 LOT 71 LOT 70 LI LOT B" GRADING 5.500 SO. FT. 24.7' o COV O PORCH O O 15.3' O O 1979 YORKSHIRE "A & B" SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 14.9 LOT 87 3 v; o W z LOT 89 10 w a O El 65.0D 40.04 w O > O O O O 6.0'o O J O O o '12.7 O z 21.3' o 0.19u, u, 0 185.00' L2 0 0 Ln GP.c.v. N 89°59'43"C V 514.00 - - - P.C.P. REFERENCED BEARING LANs REVIEWED CIL VENETIAN BAY CIRCLE CITY OF SANFORD 50 ' R/W) TRACT "F " PR I VATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION.' Lot 88. - V E N E T I A N BA Y " according to the plot thereof as recorded in Plot Book 63. Max Coverage - 64 at pages 84 - 88 of the Public Records of Seminole County. Florida. SETBACKS: Front 25' Rear. 20' SITE DATA FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X .. Side 5 ' Corner 15' IMPERVIOUS SO. FT. _ 58 ° occording to the Flood Insurance Rate Map Community Panel Number Minimum Lot Width 50' LOT S0. FT. 120289 0035E.Dated 04117195. IMPERVIOUS AREA - 3.176 SO. FT. City of Sanford, Community Number 120294) Note: Bearings shown hereon are referenced to the CIL Flood Zone determhorion was performed by grophc plottinq from Flood hsu,ronce of VENETIAN BAY CIRCLE as being S 89°59'43"W. Rate Maps provided by FEMA. No field surveying was performed by this Firm to Vertical datum is based on NGVD per Engineering determine 4is Zone. The exact zone location can onli be determined by an elevation construction plans by Ned H i I I e r Engineering. hc. study. We assure no responsibity for actud flooding conditions concerning this parcel. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on PROPOSED, Legend O/S Offset 2. No aerial, surface or subsurface utility installations, underground improvements or G Temporary Benchmark O.R.B. 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 CrL Centerline PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown A Central or (Delta) Angle P.C.P. Permanent Control Point CALC Calculated PG. PageonlytodepicttheproposedoractualdifferenceinelevationrelativetotheassumedCBChordBearing temporary Benchmark shown hereon. CD Chord P.R.M. Permanent Reference Monument P ry P/L Property Line 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument P.O.B. 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.I. Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Found PRC. Point of Reverse Curvature Fin.Fl. Elev. Finished Floor Elevation PT. Point of Tangency7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe R Radius ti. Copies of this Survey may be made for the original transaction only. l.R. Iron Rod RAD Radial Line o Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES, Residence iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB Licensed Business R/W Right -of -Way orLandSurveyODenotesP.C.P. (Permanent control point) LS. TBM Temporary Benchmark Denotes Permanent Reference Monument Mea Measured TYP. Typical 2004 Herx &Associates Inc. All rights reserved N/D(N&D) Nail and Disk ---- Fence symbol (see drawing) 9 N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the si re and the original raised seal of a Florida licensed Surveyor an apper Drawn by: AH This survey meets the requirem t of the Flor a Minimum Technical Checked b y : DP Standards as contained in C ap iG 17-6 lorida Administrative de. P r •pored For: MORR I $ON`rSketchofLe9olDescriptionJobNumber: 02-017-02 This is n..o o Survey $cote 1,- 30' ti5( t9(ilsi Plot plan performed: 06-22-04 William A. Herx, P.L. S. Florida Registered nd Surveyor No. 3182 Foundation Survey: Darae L. Przemieniecki, P.S.M. Registered' urveyorand Mapper No. 6030 Final Survey: William R. Herx, P.S.M. Registered Surveyir and Mapper No. 6092 Revisions Herx & Associates Inc., State of Florida LB 4937 e ssocia es 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 BEAR I NG Map $f S My t L I N 89°59'43"E 50.00' L 2 S 89°59'43"W 50.00' i LOT 72 LOT 71 LOT 70 LI B- GRADING 01 5.500 SO. FT. 0N 24./ o cow. . O PORCH O O 15.3' O O 1979 O YORKSHIRE 'A & B- SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 14 9 LOT 87 3 v; o W z LOT 89 e Q Lu O 0 65 0'D O > O : 40.0'W O _ 0 a O 6.0'o O O o 12.7' CO 21.3 Z N O o 0 N 185.00' L2 0 0 Ln C/L EL :I . N c.r. N 89°5943"E V 574.00 - - - P.C.P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F " PRIVATE ROADWA ANS R E V I E'iq CITY OF SANFORD d1Y OF LEGAL DESCRIPTION.' Lot 88. " V E N E T I A N B A 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.Dated 04117195. City of Sanford, Community Number 120294) Flood Zone determination was performed by graphic plotting from Flood hsLrance Rate Maps provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location con of be determined by on elevation study. We assume no responsib&ty for actual flooding conditions concerning this parcel General Notes: 1. This is a BOUNDARY Survey performed in the field on PROPOSED. Legend SETBACKS: Max Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. Minimum Lot Width 50' LOT IMPERVIOUS AREA - 3.176SO. FT. Note: Beorings shown hereon are 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 Ned H i l l e r Engineering, hc. Job Number 2001. 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark subsurface/aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved Centerline Construction plans provided by the Client unless otherwise noted, and are shown AA CALC Central or (Delta) Angle Calculated only to depict the proposed or actual difference in elevation relative to the assumed CB Chord Bearing temporary Benchmark shown hereon. CO Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights -of -way of record whether depicted or not on this document No search of the EL. or ELEV Elevation (Proposed) Public-Records has been'made by this office. FNAt El, FD. E' 0 56n (4+cc , Found v 6. The legal description shown hereon is as furnished b client. g p y Fin.Fl. Elev. Finished Floor Elevation 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe B. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod o Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. Mea Land Surveyor Measured Denotes Permanent Reference Monument D(N&D) NID Nail and Disk 2004 Herx & Associates Inc. All lights reserved9 N.R. Not Radial O/S Offset O.R.B. Official Records Book PB Plat Book PC Point of Curvature FCC. Point of Compound Curvature P.C.P. Permanent Control Point PG. Page P.R.M. Permanent Reference Monument P/L Property Line P.O.B. Point of Beginning RO-C. Point of Commencement P.1. Point of intersection PRC. - Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence R/W Right -of -Way TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the s! re and the original raised seal of a Florida licensed Surveyor an apper Drown b y : AH This survey meets the requirem f oft Flor a Minimum Technical Chocked b y : DP Standards as contained in C ap 1 G 17-6 lorida Administrative de. Prepared For: MORR I SON Sketch of Legal Description Job Number: 02-017-02 n This is not a Survey Scale : 1'- 30' l Y Plot plan performed: 06-22-04 William A. Herx, P.L. S. Florida Registered nd Surveyor No. 3182 Foundation Survey: Darae L. Przemieniecki, P. S.M. Registered urveyor and Mapper No. 6030 Final Survey: William R. Herx, P.S.M. Registered Survey and Mapper No. 6092 Revisions Herx & Associates Inc., State of Florida LB 4937 TRUSS INDEX SHEET WIT 40KPerRule61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Building Job Identification: Z1979BB SupplyAddress1VENETIANBAY Address 2 LOT 88 a1eCN,4Yrxspany ORLANDO TRUSS DIVISION" Jurisdiction: CITY OF SANFORDo y DBA General Building Design Information SMYTH LUMBER Co. . Florida Building Code - 2001; Chapters 16 and 23 2722 APOPKA LVD. ANS11TPl 1 APoPKA, FL ; 7 03 Design Loads 407 295- 52; " " FAz: 40? 29 91,53 Roof: 37 PSF Floor: 55 PSF Wind: 120 MPH ASCE 7-98 E Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 s Or Building Designer: Seal D (;' 24-iun-04 Truss Engineer: 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 o 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. i Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 - Number of Drawings: 39 Plus Standard Details Truss ID: F5 E1 F7 E2 y F2 - C1 gab ;.•., I F3 E3 E -< F6 C4 E EE je Irr - I € €• R1, C3 y- a I R2 C5.,. R2A BEAM A # ..., R3 I 1 (€ y(€gyp,' RS E E R6 R7 I€EfrblEytl E E€ ICI - 1 R9 E•. ....... r E € R19•., r>>Ea- i.R20 R21 , R22 R23 R242PLY frER25MJ- u. R27 HSV1 V2 I€.Ebw CITY ANFORDH1 E - H3 Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers sic ORION slow 11 Mal I_ _- lid!: S:1JobsO31Z 19798BIZ 19798B. d 111212004 - THIS DWG PREPARED FROM COMPUTER INPUT,(LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9bb - hI TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.01" DUE TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. TO DEAD LOAD AT X = 4-0-12- 15" 2-10-8 _I 5" TYp l. 2 X 4 111 2X4 (R) = 2X4 111 2 X 4 111 f 2X4 (R) = T1-0-8 01 -0-8 b Y— II 9 - 4 - i1L 2 X 4 III 8-3-0 Over 2 Supports R=441 R=441 Note: All Plates Are W2.5X4 Except As Shown: PLT TYP. Wave TP-I R Desi n Cr.it: TPI-1995 STD 6.10 QTY:3 FL 1 - - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND - TC LL 40.0 PSF REF R352-- 66690BRACING. REFER 70 HIB-91 (HANDLING INSTALLING ANDBRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719),-FOR SAFETY PR ACTT CESFRPRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD. SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPER LV ATTACHED RIGID, CEILING. p J'JQ'1FI •••'• if JG"r•• adT TC DL 10-0 PSF SMYTH LUMBER CO. DATE 01/14/04 IMPORTANT"" F N0. 4.1704 ' HH ROOF TRUSSDIVISION FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION .CONTRACTOR. ALPINE ENGINEERED eRODUCTS, INc.'SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL. 5.0 PSF DRW SLTUSR352 04014005 2722 50uTH APOPKA BLVD. APOPKA, FL 32703. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CDI'MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - i STATE OF J• S AA - ( pUC LL 0.0 PSF SLT-ENG /WMR SEQN-. 31342 407-299.1 522 FAX: 407-299-9 153 CONNECTORS ARE MADE IF 2OGA AST A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO - EACH FACE OF TRUSS, AND UNLESS OTH ERW.I SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER O 0611-'e pp'•... ...•••• VjSIR t TOT. LD. 55.0 PSF DUR F A C 1 001 FROM MRPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING F•' CERTIFI CATE OF AUTHORRATION#9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHDWN.-. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE. RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI Jan 14 '04 SPACING 24.0" JREF- 1S9K352 Z021-1995 SECTION 2. r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR L I I J13 t5 - YL TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP SS 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 12.00 BC From 10 PLF at 0.00 to 10 PLF at 12.00 TC 796 LB Cone. Load at 8.65 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD AT X = 7-4-8. 4-11-12 27.5" 4-11-12 5" TYP• 2 X 4 III 2X4 (R) = 4X6= 3X4 3X4= 3X4= 3X4= 4X6= 2X4 III 2X4 (R) = 1.4-0 1-0-8 •0-8 1, 9-4-0 — 4X6= 3X6= 2X4Ilf 2X4 III 3X6= 4X6= 4X6= 4X6 12-3-0 Over 2 Supports R=880 R=1237 W=3.5" PLT TYP. Wave TPL R Design Crit: TPI-1995 STD 6.10 0TY:1 FL 1 R Scale 375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 6 NSTRACITUTE. RE 503 D' FER NOFRIO R. SUITE 200NGrAMADISONNDWBRAC 5371g) FUBORSSAF E TY ( TRUSS PR lORATE70 F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE ORATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO lGi% ND. 42704 1 71tC 7C T C TC -D BC L L L DL 40 ' 10 .0 5.0 O P S F P S F PSF R E F R 3 5 2-- 66691 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE - 0 1 / 1 4 0 4 DRW SLTUSR352 04014006 S L T - E N G W M R 2722SOUTHAPOPKABLVD, APOPKA, FL 32703 407-299-7 522 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 SF EC IF [CAT ION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE• CONNECTORS ARE MADE OF 20GA AST A653 GRAD 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 ; AAR`O `',f DD''•V Vs/nprp(. BC T 0 T L L L D . 0.0 55 .0 P S F P S F S E 0 N - 37419 D U R F A C . 1V. D 0 F R 0 M MPROFESSIONALENGINEERINGrs F PROFESSING R E SFONSTBILITY SOLELYT HEFORS THE EAL TRUSSI COMPONENT DESIGNT ESSHOWNCEFTA THE ACNCE SUITABILITYONALAND USE IOFE THIS VV11,,MM iv CERTIFICATE OF AUTHORIZATION #9218 COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J a n 14 '0 4 SPACING S E E A B O V E J REF - 1 S 9 K 3 5 2_Z 0 2 4 Z1979BB - Z1979BB - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.-) TOP CHORD 4x2 SP #2 •` SEE HIB-91 SECT_ 13.2 FO'R ADDITIONAL BRACING R.EOUIREMzNTS. 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: 18" 15-4-8 -4 2X4111 2X4 (R) ZX4 (R) = 3X4= 2..5X4 = 2X4111 2X4 111 2. 5X4 = 3X4= 2X4 111 l-0 8ME oil 1 01-I4-0 9 D Ly 3X6= 12-3-0 Over 2 Supports R=661 W=3.5" R=660 PLT TYP. Wave TPI-95 R Desi n Crit: TPI STD a 0TY:l FL - 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE. IN FABRICATION, HANDLING, SHIPPING; INSTALLING AND M,,R TC LL 40.0 PSF REF R352--4102BRACING. .REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. III D'ONOFRIO DR., SUITE 200, MAD ISDN, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD -SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. al T TC DL - 10.0 PSF SMYTH LUMBER CO. DATE - 05/05/03 IMPORTANT" - FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRusSD1VIS1oNPRODUCTS, ]NC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN;- ANY FAILURE TO i N0.42704 i . BC DL 5.0 PSF DRW SLTUSR.352 03125037 SLT.-ENG /WMR 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE KITH TF 1: OR FABRICATING, HANDLING, SH7 PPI NG, INSTALLING AND BRACING OF TRUSSES. -THIS DESIGN CONFORMS S ; pUC LL 0.0 PSFAPOPKA, FL 32703 - 407-299.1522 WITH APPLICABLE PROVISIONSOF NOS (NATIONAL DESIGN- SPECIFICATION PUBLISHED BY THE AMER I CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE 'OF S (j FAX: 407.299-9153 A653 GR40 GALE. STEEL, EXCEPT . NOTED. APPLY -CONNECTORS TOCONNECTORSAREMADEOF2UNLUNLESSEACNFACEOFTRUSS, AND UNLESS OTNERNISE LOCATED ON THIS DE S'I GN . POSI T(ON CONNECTORS PER ON PR'O.•'••• TOT. LD,-' S-5 PSF 1SEQN - 37369 DUR.FAC. -- U R F1 1.00 uFROM. RII- - PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGs/If(. RESPONSIBILI7Y SOLELY FOR THE TRUSS COMP OHENT DESIGN SHOWN. - 'THE SUITABILITY AND USE OF THIS. vv CE"FIOATE OF AUITHOR17ATION#9_ COMPOCOMFO NE NT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE S IGNER, PER - NY May 05 SPACING 24.0" JREF. - 1S21352_Z04P11-199s ION 2. l k LiJ/Jbb - Lly/yD 13 - rD TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02106003 FOR GABLE DETAILS. 3 X4 111 2.5X4= 3X4III 01vII4-0 1-0-8 1 3X6= 2.5X4 = 3X6= 12-6-0 Over Continuous Support J R=106 PLF W=12-6-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Crit: TPI STD OTY:1 FL 1 R - Scale =.375" Ft. WARNING`* TRUSSES REOULRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACT MG. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATEHANDLING M R T C L L 40.0 P S F R E F R 3 5 2-- 4 1 0 3 INSTITUTE, 583 D'ONOFR IO DR.,-SU 200. MAD ISO N, WI 53119). FOR SAFETY PRACTICES PRIOR TO F C' q• P S F DATE 0 5 0 5 0 3 SMYTH 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. T C D L 10.0 ROOFTRlI55DIYlSlOi1 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F No•42%on 3 BC DL- 5.0 PSF DRW SLTUSR352 03125038 2722 SOUTH APOPKA BLVD: APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t cTATE OF f B C L L 0.0 P S F S L T E N G / W M R 407-299 1522 FAX: 407-299.9 1 53, SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE••• CONNECTORS ARE MADE OF By ASTM A653 GR40 GALY. STEEI, E%CEFT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER. S h y RI •' s ON A1. TOT . L D. 5 5.0 P S F S E O N - 37372 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R. F A C. 1°. 0 0 F R O M R HPROFESSIONALENGINEERINGtRESPONSABILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHONN. THE SUITABILITY AND USE OF THIS CERnFICATE OFAUTHORRAnON s9218 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SPACING 24.0" JREF - 1S2I352_Z04SECTIOPARTICULAR Lly/glib - tIJ/ybb - IYb) - - Ini3 uwu rNrFAKtu -KUM tUIMI'UILK INVUI (LUAU) if I)IMtIVJIUNV,) JUUMIIItU by IKUJJ MI-K.+'. TOP CHORD 4x2 SP #1 [Tense 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 L7240 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 0.12 to 100-PLF at 5:88 BC From 10 PLF at 0.00 to 10 PLF at 6.00 TC 478 LB Cbnc. Load'at 2.15, 3.86 2-10-8 18" 1-7-8 2"X4 III 2X4 (R) 2X4 (R) _ 3X4= 2X4 III 3X4= 2X4111 1-0-8 1-0 1 II4-0 9-kD 2.5X4= 2X4 III 3X6= 3X6= 6-0-0 Over 2 Supports R=795 W=6" R=796 PLT TYP. Wave TPI-95 R Design. Crit: TPI STD a QTY:l FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO MIB-91 (HANDLING INSTALLINGOAND BRACING), PUBLISHED. BY TPI (TRUSS PLATE 64 TC LL 40.0- PSF REF R352.--4104 INSTITUTE,. 583 D'ONOFR IO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO I fFl , SMYTH LUMBER.CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE 4NDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.f(IrIMPORTANT*' F TC DL 10.0 PSF DATE 05/0.5/03 ROOF TRUSS DIV SION. . FURNISH A COPY OF. THIS DESIGN. TO"THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONFROM -THIS DESIGN; ANY FAILURE TO N0.42704 H BC DL 5.0 PSF DRW SLTUSR352 03125039 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND x APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS -OF NOS (NATIONAL DESIGN i STATE OF BC LL 0.0 PSF SLT-ENG /WMR - 407-299-1 522 - SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE q A( P, FAx: 407-299-9153 " CONNECTORS ARE MADE OF "NGA ASTM A113 GR41 GAL,. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER vOR10,,.. t1 TOT . L D. 5 5. 0 PSF S E Q N - 37238 PROFESSIONAL ENGINEERING. DRAWINGS 1G0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCEOF PROFESSIONAL ENGINEERING y A1P" DURFAC'. 1.00 FROM RH RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE` OF AUTHORRATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER; PER ANSI/TP1 May 05 SPACING SEE ABOVE JREF - 1S2I352 Z041-1995 SECTION 2. Lly/ylitS - I-/) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I H1J UWU FHtFAKLU rNUM LUMPUILR INPUI (LUAUS & U1MLNJIUNJ) JUBM111tU BY mbs MFR. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT RIGHT 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. 13 5-4-8 -0-8- 3X4III 4X6= 2.5X4= 2X4= 2.5X4 = 2.SX4= 2 X 4 111 3X4= 2X4 III 2X4= 3 X 4 III T 1-0-8 I 1 I4-0 2 5X4 = 2 5 X 4 2X4 III 4X6= 3X6= 3X6= 2.5X4 L<-1-11-.O->i 12-6-0 Over 2 Supports R=473 W=3.5" R=1704 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 t j OTY:6 FL - 1 R - Scale WAR NING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLi SHED BYTPI (TRUSS PLATE R,q, T G L L 40.0. P SF REF R 3 5 2 - - 4 1 0 5 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD I50 N, 11 53719), FOR SAFETY PRACTICES PRIOR TO aZIFI '•. / 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. V %' -[Ip f T C D L 10.0 PSF DATE 0 5 / 0 5 / 0 3 IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j N.'42704 ROOF TRUSS DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 : BC DL 5.0 PSF DRW SLTUSR352 03125034 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 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t STATE OF Qt'. P.r pU C L L 0.0 PSF S L T - E N G / W M R 407-299-1 522 FAX: 407-299-9153 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 n y o RlO,.• A ' •••_ S ONAL TOT . L D . 5 5.0 PSF S E O N 42207 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I D U R F A C 1` 00 FROM L1RII CERTIFICATE OF AUTHORrLATION#9218 t RESPONS,*BILIT Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS PARTF01995N C2 AR BUILDING IS THE RESPONSIBILITY OF THE BU i LOING DE S IGNER, PERANSI/ May 05 '03 SPACING 24. D" JREF 1S2I352_Z04TPIT1SEN L19/'JBB - L1y31 tJbi K1) TOP CHORD 2x4 SP #2' BOT CHORD 2x4 SP. #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. IHIS UWG PREPARLU FHOM COMPUIEH 1NPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.- 120 MPH WIND, 14.31 FT -MEAN HGT, ASCE 7-98, C,OSED BLOG, 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: 9-4-0 5X6= 5X8= 5X6= 3X8(B1) = 3X8.(B1) 1-4-0 I_ 20-0-0 20-0 0 f 40-0-0 Over 2 Supports R=1561 U=479 W=8" R=1561 U=479 W=8". PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 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 BRACING), PUBLISHED BY (TRUSS. PLATE e RA/-y T C_ L L - 20.0 PSF REF R 3 5 2 - _ 4 1 O 6 INSTITUTE, 583 D'ONOFR.10 DR., SUITE 200, MA SON, `NI 53119),- FOR: SAFETY PR AC7I CES PRIOR TO - p('t Fl C' A S MYTH LUMBER CO. PERE0 RMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. NV- %: T C D L 7 . 0 PSF DATE. 0 5 / O 5 / 0 3 IMPORTANT`.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED s No. 42704ROOFTRLSSDIVISIONPRODUCTS', INC. -SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03125040 2722 Sour" 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 2 S STATE OF ; BC L L 0-0 PSF S L T - E N G / W M R 407-299-1 522. FAX: 407-299-91 53 SPEC IFiCATION.PUBLISHED BY THE AMERICAN.FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - SONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY. CONNECTORS TO EACH FACE OF TRUSS, AMU UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Pf (4pyORIO,.•• A T Q T , L D . 1-',3 7 . O PSF S E Q N 26241 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A, y C n u PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT BUILDING IS THE RESPONSIBILITY OF THE. BUILDING DESIGNER,. PER May os '03 DIIR F A C - U 1 . 2 J FROM R H 1FOR 9ANYECTION 2. PARTICULAR ANSI/TPI -196 S SPACING 24.0" JREF 1S2I352 Z04 tI919 b - L1919bS - KC) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 2X4 (A1) L1-4-0 j 15-8-0 Over 2 Supports — IN 13 uwU VKLVAKLU -KUM l,UMFU ILK INFU I (LUAU) 6 UL PILIN31UIV3) 3UIJPIII Itu DT IKu33 MI-K. 120 MPH WIND, 13.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2 X 4 III T R= 677 U=252 W=8" R=563 U=322 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:2 FL 1 R Scale 3125" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISO N, N[ 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M R, Q' t IF](':•., 3 `!' „ Yj.••,['fi 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 -.- 4 1 0 7 DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03125041 IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED. 1 N0.42704 : BC DL 10.0- PSF ROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLT- ENG. 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 DESIGN.CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICAT= T ALPINE PAPEREPMADj STATE OF Q" S r(t BC LL 0.0 PSF 407- 299-1 522 O FAX: 407.299 91 53 ISHE OFD20GATASTMMA653AGR40REST GALVAN9TEE L CONNECTORSIAREXC EP TI AS NOT E D. AP PL N HECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER lf~ R1 TOT L D. 37. 0 PSF S E O N 26237 D U R F A C . Vz 25 FROM M DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ONAti PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 4. 0" J R E F 0 4- CERTIFICATE OF AUTHORFLATION #921B COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 05 '0 3 1FOR99ANYSECTI0PARTICULAR2 1 S 2 I 3 5 2_Z Z1979BB - Z1979BB - R2A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR...: TOP CHORD 2x4 SP #2 120 MPH WEND, 11.23.F1 MEAN HGT, ASCE 7-98, CLOSED Bl_DG, NOT LOCATED BOT CHORD 2x4 SP #2. WITHIN 4.50 FT,FROM,ROOF EDGE, CAT II, EXP B,"-WIND TCDL=5.0 PSF, WIND - WEBS 2x4 SP #31 BCDL=5.0 PSF'. ROOF OVERHANGSUPPORTS2.00 PSF SOFFIT LOAD. (A)'2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.. 2 X 4 III 5 X 4 6f A) . 0- 3-8 9- 4-0 2 X 4 111 2X4( A1) 5X4= 16- 0-0 Over 2 Supports R= 689 U=255 W=8" R=558 U=309 W=3" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC iQTY:5 FL - 1 - R - Scale=.3125"pFt. WARNING** TRUSSESREOUIREEXTREMECAREINFABRICATION-, HANDLING; SHIPPING -INSTALLING AND M (••Ano, Tl. L L 20. Q P S F REF R 3 5 2 - - 4 1 Q BRACING. REFERTOHIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI - (TRUSS- PLATE INSTITUTE;-. 583 D'ONOFRIO DR., SUITE 200, MAD-ISON, WI.53719). FOR SAFETY PRACTICES PRIOR TO'•i iC7cTPERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE -PROPERLY ATTACHED STRUCTURAL PANELS; BOTTOM CHORD SHALT HAVE A PROPERLY ATTACHED RIGID CEILING. f G F TC. DL O P.JF U SMYTH LUMBER CO. DATE E D5/O5/Q3 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No. 42704 c ROOF TRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE • RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY -FAILURE TO BC DL 1DQ PSF DRW SLTUSR35203125042 SLT-ENG../ WMR 2722 SOUTH APOPKA'BLVD. APOPKA, FL 32703 407-299- 1 522 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. 7{ 7C STATE OF 4 S W(• Af BC LL 0.0 PSF SEQN - '6' L35 - CONNECTORS AREMADEOF20GAASTMA653GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO R10,.'• p•.. 7 C TOT. LD3/ Q PSF FAX:. 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE.- LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S' ••' DUR. FAC. 1.25 - FROM M PROFESSIONAL ENGINEERINGDRAWINGS160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AU7HOREZATION 89218 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 May o5 '0 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1S2I352_Z04 Z1979BB - Z1979BB - 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 I ITIJ UWG PKLPAKLU FRUM CUMPUIER 1NPUI (LOAUJ & U1 MtINJ 1 UIN) JUUMIIILU U7 IKUJJ MrK. 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. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 5X6=. 2.5X4 2.5X4 6 r 6 5X6 5X6o A) (A) 9-4-0 5X6= 5X10= 5X6= 3X8(B1) = 3X8(B1) ti 1-4-0 0 19-0-0 I 2-0 1 19-0-0 40-0-0 Over 2 .Supports — R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD .FLBC 0TY:1 FL - 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H10-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE I NSTI TOTE, 1.1 11 NOFRIO DR., SUITE 2DO, MADISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR -ANY OEVIATION FROM THIS DESIGN; ANY FAILURE TO RQ, Qp•F/': r fir- p': V G V f ND.42704 1 T C L L - T C D L BC DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 4 1 0 9 - DATE 0 5/ 0 5 / 0 3 SMYTH LUMBER CO. ROOFTRUSSDIVISIOI.1 DRW SLTUSR352 03125043 S L T - E N G W M R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 FAx: 407-299-91 53 _ BUILD THE TRUSSES IN ORW[TH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CoIFORMS WITH APPLICABLE PROVISIONS OR NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNEL TORS 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 N a STATE OF ; 0 RICP hd p"' B C L L T 0 T . L D . O . 3 7.0 0 cPSFF P S F S E O N 26233. D U R . F A C . 1 ' 2 5 FROM R HPROFESSIONALENGINEERING ,., CERTIFICATE OF AUTHORRATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS?BILITY 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. t PP_ M d y 05 03 SPACING 2 4. 0" J R E F 1 S 2 I 3 5 2 Z 0 4 11yW)b i - Lly/JBb K4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.-' TOP CHORD 2x4 SP #2 120 MPH WIND, 13.56 FT MEAN HGT; ASCE 7-98, C-LOSED B,DG, 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. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 5X6- 5X6= PLT TYP.Wave TPI-95 R I"Design Crit: TPI STD FLBC QTY:2 FL 1 R - Scale =.1K 5" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND ACING. REFER TO HIB-.91 (HANDLING. INSTALLING AND BRACING), PUBLISHED BY. TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200;. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SiRUCTUR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M• QI t ••• ,•// 4,iR•• F G (N T C T C L L D L 20. 7.0 0 PSF PSF REF R 3 5 2 - - 4 1 1 0 S MYTH LUMBER Co. DATE 0 5 / O 5 / 0 3 DRW SLTD SR3SZ 03125044ROOFTRUSSDIVISIONIMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE -INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE F ND. 42704 BC' DL 10 O PSF 2722 SOUTH APOPKA BLVD. FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES. IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 7C SLT-ENG WMRAPOPKA, FL 32703 407-299-1 522 BRACING OF TRUSSES:- THIS DESIGN CONFORMS .WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN FI ATI S EST PAPER ASSOC] I TPIINE ERaGR40R1STATE OAF 1 BC LL 0.0 PSF SEQN 26239 CONNECT ORSAREPMADEOFO20GATHEASTMMA653STEEL. EXCEPTANGALV. AS NOTED. APPLYA CONNECTORS TO I f V DR10,.. TOT 37.0 PSF FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER LD. L7 DRAWINGS 160 A-Z.. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING-`•"•K`. p..` PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGN -SHOWN. THE SUITABILITY AND USE OF THIS M DUR FAC.. 1. 25 R FROM RH CERTIFICATEOF AUTHOREZATION # 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. M ay 05 SPACING. 24.0" JREF 1S2I352-Z04 n T ME MC T n%I[1 CIIRMTTTFn RV TRIICC MCO L1y/'1Sb - Lly/jbb - ICE) 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 @ 24" OC 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 42 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/240 LIVE AND L/180 TOTAL LOAD.' 5X6 2X4III 5X6= 9-4-0 2X4111 5X6= 3X8= 5X6= 2X4111 3X8(B1) = 3X8(B1).= ry ry 15-0-0 I 10-0-0 1 15-0-0 J 40-0-0 Over 2 Supports J R=1561 U=485 W=8" R=1561 U=485 W=8" I PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 1 la QTY:2 FL 1 R - Scale=.1875" Ft. WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M M R T c L L 2 0.0 P S F- R E F R 3 5 2-- 4 111 INSTITUTE. 587 D'O NOFRIO DR., SUITE 200, MAD ISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO ATy- V/ T C D L 7.0 P S F DATE 0 5 / 05 / 0 3 S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TO F CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. V 1 ` J+y RooFTRussDrvlslox IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED TO f ND.4Y7O4 3 BC DL 10.0 PSF DRW SLTUSR352 03125045 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SH IPPiNG. INSTALLING AND2722SOUTHAPOPKABLVD. BUILD DESIGN B C L L 0.0 P S F S L T - E N G /.W M R APOPKA, FL 32703 407-299-1 522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF S j ^ Pj• TOT . L D . 37.0 P S F S E Q N 3 7 4 1 1 FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R, O a.• .• r SSga` 2 5 -L FROM R H PROFESSIONAL ENGINEERING „ DRAWINGS 1.. A-2. RESPONS9BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i• D U R . F A C . h CERTIFICATE OF. AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 05 .. SPACING 2 4. 0 II J R E F 1 S 2 I 3 5 2_Z 0 4_ ANSI/ TPI 1.1995 SECTION 2. I Lly/ytStS - LlJlyfb9 - Kb) - - - - - IM1S UWU NKLNAKLU hKUM CUMPUILK 1NFUI (LUAUS-G.UIMLNSIONS) SUBMITTED BY TRUSS MFR.— TOP CHORD 2x4 SP #2 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BI3DG, 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. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD: 5X6= 2X4III 5X6 6 r- 5X6= 5X69 6 9-4-0 2X4111 5X6= 3X8= 5X6= 2X4III 3X8(131) = 3X8(B1) a 1-4-0 rr 1-4-0 rr i 13-0-0 I 14-0-0 I 13-0-0 IE 40-0-0 Over 2 Supports R=1561 U=488 W=8.. R=1561 U=488 W=8" PLT'TYP. Wave TPI-95 R D e s i q n Crit: TPI STD FLBC a OTY:2 Ft - 1 R - c 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 Y.. .. IY A_ TC LL _ 20.0 -PSF REF R352--4112 SMYTH LUMBER CO. INSTITUTE, 583HESED'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFET Y PRACTICES PRIOR TO STRUCCERF TURAL PANELS. BOTTOM S CHORD E SHALLHAVEA PROPERLY D ATTACHED O RIGIDACEILING.LL HAVE PROPERLY ATTACHED S' •"••• G, QZIFiC4 Sir- "T TC DL C 7.0 PSF DATE O5/O5/O3 ROOF TRUSS DIVISION IMPORTANT"'*FURNI FURNISHA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINEERED F ND.4Y%O'i BC DL 10.0 PSF DRW 2722 SOUTH APOPKA BLVD. pR ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM .THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH iPi; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND SLTUSR352. 03125046 APOP KA, FL 32703 407- 299-1522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 FAFER ASSOCIATION) ANO TPI. ALPINE. S t STATE OF S BC LL 0 . D PSF SLT'ENG WMR FAX: 407-299-9153 ,. CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. 'STEEL, E%CEFT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - Pik,' R0•'.. TOT.LD. 37.0 PSF SEQN 37415 PROFESSIONAL ENGINEERING DRAWINGS 160 A_Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V s ONA1• DUR. FAC. 1.25 FROM RH - - CERTTFICA7EOFAUTHORIZATION# 9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITYANDUSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 May 05 SPACING 24.0" JREF 1S2I352 ZO4" SECTION 2. - n TMCAICT AM C\ CIIRM TTT rn RV TDIICC MCD Lly/ytifi Iljlyl b - K/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 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. 6X6= 5X6= 2.5X4 = 6X6= 9-4-040 5X6= 3At7= bAb= 3X8 (Bl) = 3X8 (B1) _ 1-4-0 H rr 11-0-0 1 18-0-0 I 11-0-0 40-0-0 Over 2 Supports 1 R=1561 U=489 W=8" R=1561 U=489 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 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 e • 7.•".• ', T.0 L L 20.0 P S F R E F R 3 5 2-- 4 1 1 3 INSTITUTE, 583 D'ONOFRIO DR.. -SUITE 200, MADISON. Wi 53719), FOR SAFETY PRACTICES PRIOR TO Cw •. 3` t! p- 'TT PSF DATE 0 5 0 5 0 3 SMYTH 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. Na. 42704 T C D L 7 .0 ROOF TRUSS DIVISION IMPORTANT" FURNISHA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO - i y 7C'. i BC D L 10.0 P S F D R W SLTUSR352 03125047 2722 SOUTH APOPKA BLVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND s STATE OF BC L L 0.0 P S F S L T - E N G / W M R APOPKA, FL 32703 - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOrIATION) AND TP1. ALPINE tr 5•:C 0"`•/ 407- 299.1 522 FAX: 407-299-9153 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 PERA1s/n a. p[ 1 `. R,.+'• T 0 T . L D . 37.0 P S F S E O N 37023 DRAWINGS 160 A"2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V M D U R F A C . 1'. 25 FROM R H PROFESSIONAL ENGINEERING s RESPONS BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABI.L I TY AND USE OF THIS CERTIFICATE OFAUTHORRATTON#92113 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SPACING 24.011 JR-EF 1S2I352_Z04 ANSI) TPI 1-1995 SECTION 2. - Z19/9BB - Z19/9BB R8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.- TOP CHORD 2x4 SP #2 J2, T3r2x4 SP #1 Dense: 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP`#2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II,.E0 B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 _ BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) 2X4 SP #3 or SPF #2 CONTINUOUS •LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC'@ 24" OC. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8 5X6= 2.5X4 5X8= 9-4-0 5X6= 3X8= 5X6= 5X6= 3X8 (B1) = 3X8 (Bl) 1-4-0 1-4-0 L. 9-0-0 I 22-0-0 I 9-0-0 E - 40-0-0 Over 2 Supports R=1561 U=491 W=8" R=1561 U=492 W=8" PLT TYP. Wave TPI-95 R D e s i n Crit: TPI STD FLBC QTY:1 FL 1 R Scale WARNING- TRUSSES REQUIRE -EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND _ AAT/j-_/ q PSFREFERTOHIB.-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE V T C L L 2 0 - O PSF REF R 3 5 2 - - 4 1 1 4 INSTITUTE,5R3 D'-0NOFR IO DR., SUITE 200, MADISO N, NI 53719), FOR SAF ETY PR ACiICES FRIOR TOT fIC,4 V 1 7PERFORMINGTHESEFUNCTIONS. UNLESS OTHER%I SE INDICATED. TOP CHORD SHALL HAY PROPERLY ATTACHED V = TC. DL 7,O PSF DATE Q5/O5/O3SMYTHLUMBERCO: STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j N0.4Z7O4IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDRooFTRussDlvlslonPRODUCTS, BC DL 10.0 PSF DRW SLTUSR352 03125048INC: SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO - 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR. FABRICATING, HANDLING, SHIPPING, INSTALLING AND STATE OF tAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN - tiA • BC LL 0.0 PSF SLT-ENG /WMR 407-299-1522 SPECIFICATION SHE BY THE AMER ICANfOREST AND PAPER ASSOCIATION) AND TPI. ALPINE••.QR1VQ:• ` FAX:407-299-9 1 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORSTOp•••.,,. r T 0 T . L D . 3 7.. 0 PSF S E Q N - 37406 EACH FACE OF TRUSS, AND UNLESS OTHERW I SE LO CATER ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWL NGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1. Z5 FROM RHRESPONSIBIU7YSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITYI7AB]L7 TY AND USE OF THIS _ CERTIFICATE OF AUHOR17ATION R921H COMPONENT FOR ANY PART LCULAR BUILDING IS THE RE SP DNS IBILITY OF THE. BUILDING DESIGNER, PER - ANSI TP] 1 1995 SECTION z. May 05 `03 SPACING 24.0 JREF 1S2I352 Z04 2X4 T2 T3 2X4% 6 r I A) 1 6 Liy)IJbb - Lly)I t)b S - KJ) 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. 5X6= 3X6= 2X4 III 7X6= io unu r nor— -u F nun—mruirm IIYru1 (LUMUJ a uu-iuvoiunal avorui Lu of inuao nrn. 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 TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2X4III 3X6= 5X6= 2 X 4 2X43E 6 r A) A) 6 9-4-0 3X8= 6X8= 3X8= 6X8= 3X8= 3X8 (B1) l-4 0 ,1 1-4-0 C y 15-8-0 ry' - 7-0-0 1- 26-0-0 _1_ 7-0-0 _1 40-0-0 Over 3 Supports R=598 U=195 W=8" R=4075 U=1152 W=8" R=1494 U=448 W=8" PLT TYP. Wave TPI-95 R D e s i q n Crit: TPI STD FLBC 0TY:l FL 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING,' SHIPPING, INSTALLING AND R T C L L 20.0 P S F R E F R 3 52 -- 4115BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE- W1y.. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO Y `g•'TIFICw PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED : Gv ' C• T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i1i0.42704 S ROOF TRUSSDIYISION `* IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW SLTUSR352 03125049 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 TF 1; OR FABRICATING; HANDLING, SHIPPING, INSTALLING AND _ APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Q 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 S•. O R`O s•;:•=( 407-2991522 1 TOT.LD. 37.0 PSF SEON 37404CONNECTORS FACE ARE MADE OF 20GA ASTM OA653THERWISE GR 40 GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO- .... FAX: 407-299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s/"Na1. PROFESSIONAL ENGINEERING DRAWINGS 160 A"2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING {{//jX 4 D U R F A C . Y. 2 5 FROM RII RESPONS-1 LITY 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. - May 05 '03 SPACING SEE ABOVFj JREF - 1S2I352_ZO4- Z19798B Z1979BB R19) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS -&.DIMENSIONS) SUBMITTED BY TRUSS MFR.- TOP CHORD 2x4 SP #2 120 MPH WIND, 20.38 FT MEAN HGT; ASCE 7-98, CLOSED BL.DG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM°ROOF EDGE, CAT II, EXP B, WIND TCDL=5.OjPSF, WIND WEBS 2x4 SP.#3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4= 6 6 18-9-14 2 X 4 III r 2X4(Al) = 2X4(Al) L<1-4-0y L<1-4-Oy f 6-3-8 6-3-8 12-7-0 Over 2 Supports R=54.7 U=316 W=4, R=547 U=316 W=4" PLT TYP-. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:7 FL 1 R - Scale WARNING""' TRUSSES REOUIRE EXTREME CARE IN FABRICATION,. HANDLING, SHIPPING, INSTALLING AND M e T C ILL 2 00 P S F REF R 3 5 2-- 4116BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY. TPI (TRUSS PLATE '7"l]/y INSTITUTE; 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - CAA• / SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOMERFSCHORD ESHALL HHAVE SA PROPERLY DATTACHED ORIGID ACEILING. LL PROPERLY ATTACHED ci '711 ( T C D L 7- Q P S F DATE 0 5/ 0 5/ 0 3 ROOF TRUSS DIVISION —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED d ND 4 ]04 . BC DL 10.0 PSF DRW SLTUSR352 03125050PRODUCTS, 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 7i APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF BC 'LL 0.0 PSF SILT-ENG /WMR 407-299-1 522 - SPECIFICATION PUBLISHED BY THE AMER51CAN FOREST AND PAPER ASSOCIATION) AND -TPI. ALPINE S (• A • CONNECTORS ARE MADEOF 20GA ASTM A653.1R40 GALY. STEEL, E%LEPT AS NOTEB. AFPLY CONNECTORS TO ••'.<aR'i0`•_• - TOT. LD.. 37.0- PSF SEQN 36896 FAX: 407-299-91 53 EACH FACE OF TRUSS., AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, FOS.ITION CO N NECTORS.PER --n f~... ..... PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING T U D1Inf\ .FAG. 1 25 FROM RH RESPONSIBILITY SOL ELY .FOR THE TRUSS COMPONENDESIGN SHOWN. .THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION# 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - May o5 'u - SPACING 24%0" - JREF - 1S2I352_ZO4 Z1979BB - Z1979BB - R20) IK1J UWU F'KtF'AKtU FKUM IUMPUILK INPUI (LUAU) 5 VIMLNJlUINJf DUUM111tU UY IKUJS MPH. TOP CHORD 2x4 SP #2 120 MPH WIND, 20.05 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4= 4X6= 6f 6 18-9-14 2. 5 X 4 = 2X4 II 2.5X4(Al ) 2.5X4(A1) L<1-4-OY L<1-4-0>J 5-0-0 _I, 2-7-0 ;I: 5-0-0 I 12-770 Over 2 Supports R=794 U=409 W=4" R=794 U=409 W=4" PLT TYP. Wave TPI-95 R D e s i g n Crit: TPI STD FLBC 1 a QTY:2 FL - l 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 TP[ (TRUSS PLATER T C L L 20.0 P S F R E F R 3 5 2-- 4 1 1 7 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISO N, XI 53119), FOR SAFETY PRACTICES PRIOR TO_. PERFORMIN6 THESE FUNCTIONS.UNLESSOTHERWISE IND ICATEO. TOPCHORD SHALL HAVEPROPERLY ATTACHED 9 iaLi T C D L 7. P S F DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.fG IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r. ROOF TRUSS DIVISION INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N0.42704 3 BC DL 10.0 PSF DRW SLTUSR352 03125051 2722 SOET'rH APOPKA BLVD. PRODUCTS, 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 2 B C L L 0.0 P S F S L T - E N G / W M R APOPKA, FL, 32703 407- 299-1 522 - SPECIFICATION PUBLISHED BY TH E AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STAT S `_ r v A E OF '" O TOT . L D . 37.0 P S F S E Q N - 36814 FAX: 407- 299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, TO SI T ION CONNECTORS PER R'•••• DUR.FA C. FROM M. PROFESSIONALENGINEERING DRAWINGS160A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING f% NA` r CERTIFICATE OFAUTHORIZATION # 9218 RESPONSINILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER M a y 05 - S P A G I A G c-1`.25 E E A B O V E J R E F - 1 S 2 I 3 5 2_Z 0 4 J 0 Lly/`.i Oli- Lly/TES I} KC1J II'if3 uwu rKrrmm Eu rmum -unru I CK inrUI ALUAU3 U UI I-ICI131U113I 3u6PIII ICU 6I IKU33 I -I". TOP CHORD 2x4-SP #2 100 MPH WIND SBC or 1.20 MPH ASCE 7-98 CAT II,,EXP B);- 15.00 FT MEAN BOT CHORD 2x4 SP #2 HGT,ENCLOSED BLDG, NOT LOCA,TED•WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 IN LIEU OF: STRUCTURAL PANELS USE PURCINS:.TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L1240 LIVE AND`L/180 TOTAL LOAD. 5X6= 3X8- 5X6= 3X8- 5X6= 2.5X4 2.5X4 6 I— 1 6 . 9-4-0 l bA1Z= / EAU—' 3X8 (Bl) = 6X12- 2X4 11f 3X8 (B1) 1-4-0 1-4-0 rr E 11 0 0 _I. 18-0-0 I_ 11:-0-0 I 19-4-0 - T 20-8-0 40 -00 Over 2 Supports R= 1561 .U=671 W=8" R=1561 U=671 W=8", PLT TYP. Wave TPI-95 R Desi n Crit: TPI STD 0TY:1 FL - 1 R -. Scale=:1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M. A T C L L 20.0 P S F REF R 3 5 2-- 4 1 1 8 BRAC.I NG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISH ED BY TPI (TRUSS PLATE' INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADi SO N.WI 53719), FOR SAFETY PRACTICES PRIOR TO., SMIYTH LUMBER CO. PERFORMING THESE_FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALT -HAVE PROPERLY ATTACHED S(T' . - VT C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 ROOF TRUSS DIVISION STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT NC FURNISH A COPY OF .THIS DESIGN TO .THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F N0. 4•Z%O4 S BC DL 10.0 PSF DRW SLTUSR352 03125052 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 0ESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t STATE OF rQ; Q.,•:I ORl BC LL 0.0 PSF SLT-ENG WMR 407-299- 1 522 FAX: 407- 299-91 53 - " CONNECTORS ARE MADE. OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCAT EO ON'THIS DESIGN, POSITION CONNECTORS PER TOT. LD. 37.0 PSF SEON 26254 DRAWINGS 160 A Z. THE SEAL ONTHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGV^'IQNM` 1-.25 FROM RLW PROFESSIONAL ENGINEERINGRESFONSIBILITYSOLELY. FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS DUf1 PAC. L J CERTIFICATE OF AUTHOR17ATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 s - - SPACING 24.0" JREF IS2I352_Z04 ANSI/TPI1-1995 SECTION 2. LIJI'Jbb Lly/ytit5 KCL) - ini3 Uwu rmcrAm LU rmum UIPIYUILK INFUI ILUAu3 a U1rICJ'131vw3) 3U0nll lrU Di. inUaa mrM. TOP CHORD 2x4 SP #2 100 MPH WIND SBC or 120 MPH ASCE 7-98 CAT II,EXP B), 15.00 FT MEAN BOT CHORD 2x4 SP #2 HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4 III 3X8 5X6= 3X4= 6X6= 2 X 4 2X4 6 ZZ 6 0-8-0 2X4 III +9-4-0 5X8= 6X12= 8X12= 7X8= 5X6 3X8 (Bl) = 2X4 III 2 X 4 III 3X8 (Bl) 1-4-0 1-4-0 9-0-0 22-0-0 9-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2 Supports R=1561 U=676 W=8" R=1561 U=676 W=8 PLT TYP. Wave TPI-95 R Desi n Crit: TPI STD l a 0TY:1 FL 1 - - R Scale='.1875" Ft. WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING .AND w T C L L 20.0 . PSF R E F R 3 5 2-- 4 1 1 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IYE hIINSTITUTE, 583 O'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS.UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED :S0.'Cc;q T C D L 7.0 PSF DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. STR UC iUR AL PANELS, BOTTOM CHORD SHALL HAVE A PR OFER LY ATTACHED RIGID CEILING. lG`4V • IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t ROOF TRUSSDIYISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i ND•42704 BC DL 10.0 PSF DRW SLTUSR352 03125053 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING• SHIPPING, INSTALLING AND j B C L L O_. O PSF S L T - E N G W M RAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF / SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALFI NE407-299-t 522 •S rC [,4 CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO P / T 0 T . L D . 37.0 PSF S E O N - 26251 FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER(''•O R1,o.•'f PROFESSIONAL ENGINEERING • DRAWINGS 160 A-Z. ;THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S'/;pAt(, OUR. PAC. 1`. 25 FROM RLWRESPONSiBIL] TY SOLELY FOR THE TRUSS COMPONENT DESi ON SHONN. THE SUITABILITY AND USE OF THIS M CERTIFICATE OF AUTHORFZATION #92113 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 05 SPACING 24. 0" JREF - 1S2I352_Z04 LI l/`)bb Ll`1)I fbb KL.S) IH1J UWU FKLVAKEU rKUFI 1.UPIFUILK 11Y1'UI ILUAUJ N UiMLNJIUIVJJ JUbMiIILU fSY IKUJJ MrK.' TOP CHORD 2x4 SP #2 100 MPH WIND SBC.,or 120 MPH ASCE 7-98 CAT II,,EXP B)r 15.00 FT MEAN" BOT CHORD 2x4 SP #2 HGT,ENCLOSED BLDG, NOT.LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :W8, W9 2x4 SP #2: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8 2X4111 3X8= 5X6= 3X6- .2.5X4= 5.X.8. L9-4-0 06(R) III 6X12= - 8X12= .wy 5X12= 5X6= 2X4 III 3X8 (B1) = 2X4 III 2 X 4 III 3X8 (B1) 1-4-0 1-4-0 7-0-0 26 0-0 7-0-0 12-0-0 7-4-0 20-8 0 40-0-0 Over 2 Supports R=156.1 U=681 W=8" R=1561 U=681 W=8" PIT TYP. Wave TPI 95 R - D e s i q n Crit: TPI STD OTY:1 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M A l TC LL 20•0 PSF REF R352--41.20 INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, NT 53719), FOR SAFETY PRACTICES .PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAY PROPERLY ATTACHED p F / A'.. TC DLTC 7.0- PSF DATE 05/05/03 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. to N0.42704ROOFTRlIS5DIVISION IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC.. SHALL NOTBE RESPONSIBLE FOR ANY - DEVIATION FROM THIS DESIGN: ANY 'FAILURE TO 1Y j1 BC" DL lO • 0 PSF DRW SLTU.SR352 03125054 2722 SOLTTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH 7P C OR FABRICATING, HANDLING. SHIPPING, INSTAL L]NG AND R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF' BC LL - O.O. PSF SLT-ENG WMR 407 299 1 522 LPINESPECCONNECTORSNO. TAPPLYACO S' FAX: 407.299-91 53" RSI AREEPUBLISHED 2O GATA STMMA653AGR 40R GALVANSTEE LEREXCEPTIASINO TEp CONNECTOR S TO FACE OF TRUSS, AND,UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r i.'••.,+...... ,•• r OMAtk TOT.LD. 37.0 PSF SEON 26248 EACH DRAWINGS 160 A-Z.-- THE SEAL ON THIS "DRAWING INDICATES ACCEPTANCE'OF PROFESSIONAL ENGINEERING 1.25 FROM RLWPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTGESICNSHOWN, THE SUITABILITY AND USE OF THIS. DUR.FA-C CERTIFICATE OFAUTHORFZATION#9218 COMPONENT FOR ANY PARTICULAR. BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 2. May os o3 SPACING 24.0" JREF lS2I352_ZO41-1995 SECTION L1N/ytftS - IIVIyI b - KC4 erLY) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W6, W10, W11 2x4 SP #2: SPECIAL LOADS LUMBER .DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC Front 138 PLF at 0.00 to 138 PLF at 11.00 TC From 54 PLF at 11.00 to 54 PLF at 40.00 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 54 PLF at 0.00 to 54 PLF at 11.00 BC From 20 PLF at 11.00 to 20 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 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 0.61" DUE TO LIVE LOAD AND 0.53" DUE TO DEAD LOAD AT X = 19-5-12. 6X6= 3X6= 2X4111 3X8= 5 I1-11Z, UW0 rttCrAKrU rKUrl l,VMFUILK 1NPUI (LUAU) & UIMLIV 11UNJ) JUt5P71I ILL) tsT IKUJJ MI-K 2 Complete Trusses Required NAILING SCHEDULE: (12d_box_nails) TOP CHORD: 1 ROW @ 12" O.C. BOT CHORD: 1 ROW @ 12" o.c. WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B,- WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. X6 3X6= 2.5X4= 2.5X4= 5X6= 2X4 III 7X8= 8X12= L j11 8X12- W115X10= 2.5X4= 6X8= 2X4 III 3X8 (B1) = 2X4 III 2X4 ill 3X6 (A1) 1-4-0 1-4-0 5-0-0 30-0-0 5-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2 Supports R=2780 U=808 W=8" R=1680 U=652 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:1 FL 1 - R - Scale=:1875" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M e TC L L 20.0 P S F R E F R 3 5 2-- 4 1 2 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ' • IF cw•• T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. frV • ROOF TRUSS DIVISION " IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No•42704 BC DL 10.0 PSF DRW SLTUSR352 03125055PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO *.E2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BC L L 0.0 P S F S L T - E N G WAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF : / MR SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE 407.299-t 522 S rt A LTV FAX: 407.299-9 1 53 CONNECTORS ARE MADE OF 2UNL ASTM A653 SE L GALE. STEEL, EDESIG . NOTED. APPLY CONNECTORS TO Q R'O {:•f V T 0 T . L D . 37.0 P S F S E 0 N - 3744 8 EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A`•..,,...•", PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ABpN L Nv DUR.FAC. 1'.25 FROM RLW RESPONSILITYSOLELYFORTHETRUSSCOMPONENTDE5IGNSITOXN. THE SUITABILITY AND USE OF THIS compo CERTIFICATEOFAUTHORRATION #9218 ANSI/ TPIT1FOR ANY SECTIOICZLARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 SPACING S E E ABOVE, J R E F - 1 S 2 I 3 5 2 7 0 4 Z1979BB - Z1979BB R25) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED BY TRUSS MFR.,- TOP CHORD 2x4 SP #2`' 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED B[tiDG, 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 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 1 HIP SUPPORTS 4-11-1 JACKS AT LEFT END AND 5-0-0 JACKS AT RIGHT END.. JACKS HAVE NO WEBS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 2X4111 5X6= 6 0-4-10 1 9-4-0 2X4111 5X8= 2X4111 3X6(131) = 3X6(Al) Ea L1-4-2. 1— 4-11-0 _I 11-0-0 I 5-0-0 20-11-0 Over 2 Supports R=1206 U=442 W=3" R=1292 U=498 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL 1 - R - Scale=.3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND. BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), 'PUBLISHED BY. TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO OR., SUITE 200, MADISO N, WI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORDSHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.- M R Q'IFI(+ 1- %RTT C L L C D L 20. 0 P S F 7.0 P S F R E F R 3 5 2-- 4 1 2 2 SMYTH LUMBER CO. DATE 0 5 / 0 5 / 0 3 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO.THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 8fN0.42704ROOFTRIISSDIYISION 2722 SOUTH APOPKA BLVD. NPRODUCTS, INC. SHALL OT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, SHIPPING, BC DL 10.0 PSF DRW SLTUSR352 03125056. S L T - E N G / W M RAPOPKA, FL 32703 HANDLING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN s STATE OF tQ BC L L 0 . 0 P S F 407 299-1 522 SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE VVV S E Q N - 37482FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R1,•`•"./ T 0 T . L D . 3 7.0 P S F FROMQM nRDRAWINGS160A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VsrvNaL PROFESSIONAL ENGINEERING CERTIFIC'ATEOFAUTHORI7ATION#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 May 05 '03 D U R F A C , 1 2 5 - IIR _ ANSI/TPI 1-1995 SECTEON2. SPACING SEE ABOVEI JREF - 1S2I352 Z04 Z1979BB - Z1979BB R26) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4aa 120 MPH WIND, 16..06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6F 6 15-0-0 2 X 4 111 2X4(A1) = 2X4(Al) L<1-4-Oyu-O`y --0-1-4-0>J I, 4-4-0 _I_ 4-4-0 _1 8-8-0 Over 2 Supports R=402 U=325 W=3.5 R=402 U=325 W=3.5" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:4 FL - l - R .- Scale =.375" Ft. WARNING`* TRUSSES R.EOUIRE 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 Z00. MAO ISO N, NI 57719). FOR SAFETY PRACTICES PR IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE 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 8UILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS. DESIGN CONFORMS WITH APPLICABLE PROV[SIO NS OF NDS (NATIONAL DESIGN f SFEC IF ICATION PUBLISHED BY THE AMER ICAN FOREST ANO FAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M. eiI C'.:7. F t f No.42704 I 1 i * STATE OF Q` Cn a p10 :••f v T C T C BC B C T 0 T L L D L DL L L L D . 2 0. 7.0 10.0 0.0 3 7.0 0 P S F PSFF cPSF P S F CPSFF R E F R 3 5 2-- 4 1 2 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299.1 522 FAX: 407-299-9 153 DATEE 0 5 D 5 0 3 DRW SLTUSR352 03125057 S L T - E N G W M R S E 0 N 37382 D U R F A C . 11.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEP7AIICE OF PROFESSIONAL ENGINEERING RESPONS"ILITY SOLELY FOR THE TRUSS COMPO.N ENT DESIGN SH ONN. THE SUITABILITY AND USE OF THIS V' v M` `• SPACING 24.0" JREF 1S2I352_Z04 CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Mayy O 5 11y111)b S - ZIVIy)b[3 - KZI) THIS UWG PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED BY TRUSS MFR. i TOP CHORD 2x4 SP #2 - LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE OUR.FAC.=1.25) 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED TC From 54 PLF at-1.46.to 54 PLF at 10.13 , ANYWHERE IN ROOF, CAT II_ EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 8.67 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL -FLAT TC @ 24" OC. BC From 4 PLF at 8.67 to 4 PLF at 10.13 TC 53 LB Conc. Load at 3.06, 5.60 TC 47 LB Conc. Load at 4.40 BC 11 LB Conc. Load at 3.00 BC 23 LB Conc. Load at 3.06, 4.40, 5.60 BC 9 LB Conc. Load at 5.67 5X4= 5X4= 6 F-- 1 .6 15-0-0 2 X 4 III 2 X 4 III 2 X 4 (A1) = 2X4 (Al) I. 3-0-0 _1- 2-8-0 1 3-0-0: 1 8-8-0 Over 2 Supports R=501 U=219 W=3.5" R=503 U=227 W=3.5" PLT TY.P. Wave TPI-95 R D e s i q n Crit: TPI STD FLBC 1 la QTY:1 FL 1 R - Scale =.375" F't. WARNING'"' TRUSSES REOUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING, .INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANDWBRACING)., PUBLISHED BY TP1 (TRUSS PLATE TC .L.L 2Q.Q PSF REF R352--4124 `. I NST I7UTE, - 563 0 ONOFR IO DR., SUITE 200, MADISON Wi 53719), FOR SAFETY FR ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHE RWf SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ZiFIC4'F TC. DL 7.0 PSF DATE 05/05/D3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" J(J % ROOF TRUSS DIVISION FU RN.ISH. 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 N' o.42704 3 BC DL 10.0 PSF DRW SLTUSR352 03125058 2722 SOUTH.APOPKA BLVD. APOPKA,FL BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH X - BC LL' 0.0 PSF SLT-ENG /WMR32703 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 20GA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF : Q S c pR10Q=r TOT. LD. 37-0 PSF SEQN - 37391FAX:.407-299-9153 PROFESSIONAL EACHFACE 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 ENGINE ER NGV'/ pNAL y,•• • ,.•' 2 5 F R O M R HENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENIDESIGNSHOWN. THE SUITABILITY AND USE OF THIS D U R . F AC . 1 . CERTIFICATE OF AUTHORZTION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, . PER May D5ANSI/TPI 1-1995 SECTION Z. SPACING 24.0" JREF - 1S2I352_ZO4 Lly/Vbb - LI`JIt b15 - V1) rIIf—I ruILM iivruI kLL-1 II 111 TOP CHORD 2x4 SP #3 120 MPH WIND, 17.16 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 BCDL= 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. SEE. DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 3X4= 2X4( Dl) = ---1 6 2X4 ( D1) 16- 6-3 2- 0-0 2-0-0 s 4- 0-0 4- 0-0 Over Continuous Su ort R= 74 PLF U=45 PLF W=4-0-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:1 FL - 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING. AND M M R T c L L - 20.0 P S F R E F R 3 5 2-- 4 1 2 5 BRACING. REFER TO HIB"91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE `` . INSTITUTE. 583 D'ONOFRIO S. SUITE 200,.MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO 1 'TIF C,4 / T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 FERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED ` '•• "T [ S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3:G ROOFTRlI55DIY1510N " IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No•42704 888 BC DL - 10.0 PSF DRW SLTUSR352 03125059 F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO AA 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND L t B C L L 0. 0 P S F S L T- E N G W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN- STATE OF . / 407. 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER As AND TPI. ALPINE k Q.1 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •, O RI • TOT. L D . 37.0 P S F S E 0 N - 37427 FAX: 407-299-91 53. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q/ DRAWINGS 160 A*2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'rnJNA' D U R . F A C . 1'. 25 PROFESSIONALENGINEERING , RESPONSt BILITY SOLELY FOR THE TRU55 COMPONENT DESIGN SH, WN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 0 5 .' ANSI/ TPI 1-1995 SECTION Z. - - SPACING 24.0 JREF - 1S2I352_Z04. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTEDBY TRUSS MFR. 120 MPH WIND, 16.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 5X4= T6 6 2-0-0 2X4(D1) X4Dl) 15-6-3 2 X4 III IL 4-0-0 i_ 4-0-0 _I 8-0-0 Over Continuous Support-- R=74 PLF U=27 PLF W=8-0-0 PLT TYP. Wave TPI R Design Crit.: TPI-1.995 STD FLBC 6.10 QTY:1 FL - 1 R Scale =.375" Ft. WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND M M e T C L L - 20. 0 P S F R E F R 3 5 2-- 66692BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 'i INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADI5ON, NI 53119), FOR SAFETY PRACTICES FR IOR TO••1IF' "• F ERFORMI NC, THESE FUNCTIONS. UNLESS OTHE RVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY A7TAC HED V///.0 T G D L 7. 0 P S F DATE 0 1/ 1 4/ 0 4 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 S No. IS'Z%04 BC DL - 10.0 PSF DRW SLTUSR352 04014007 F ROOUCTS, INC. SH All NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 1 1 1 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7C + STA7TCE OF t 7i B 1. L L 0.0 P S F S L T - E N G / W M RAPOPKA, FL 32703. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN LPINEA CI407-299-1 522 CONNECT0RSAT IAREON PMADESOFD20GATASTMHE A MA653AN F GR40RGALV. SSTEEL. EXCEPTSTANDPAPERtASIONINOTED. TAPPLYACON"ECTORS TO 1 `• f• V FAX: 407-299-91 53 •; •., O R 10 .• TOT . L D. 37.0 P S F S EON - 37425 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 D U R . F A C . l . 2 5S/p ••••p— RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NAl . CERTIFICATE OF AUTHORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J,9n 14 ANSIJTPI 1-1995 SECTION 2. SPACING. 24.0" JREF- 1S91<352_ZO2 F— THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. Cly/jIj IS - N1) TOP CHORD 2x4 SP 2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. 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 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. 0-4-3 L< 1-10-10 9-10-1 Over 3 Supports R=407 U=322 W=11.314" 12-10-3 R=1 U=192 3-9-14 9-4-0 R=3 U=197 3-9-14 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 OTY:2 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T 1. L L 20.0 P S F R E F R 3 5 2,- 66693BRACING. REFER TO HI891 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE --` j'••` iT INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MAD ISO N. NI T0719). FOR SAFETY PRACTICES PRIOR TO V IF[••'-• PERFORMING THE 5E FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED J` J ! -y.•:i T C D L 7.0 P S F DATE 0 1/ 1 4/ 0 4 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jG ROOF TRUSSDrvIStON ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42704 BC DL 10.0 PSF DRW SLTUSR352 04014008 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7L 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH T P I ; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 1 d B C L L 0.0 P S F S L T - E N G / WM R - - APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS STATE OF 407-299-1522 SPECIFICATION PUBLISHED BY THE AhI ER ICA N FOREST AND PACER ASSOCIATION) AND TP1. ALPINE 1 ( A i _ CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I O Rl. •.•• T 0 T. L D. 37.0 P S F S E O N 32976 FAx: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ` •__•(( ` PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING {r D U R . F A C 1% 25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFIOATE OF AUn4ORRA-nON #921a COMPONENT FOR ANY PARTICULAR, BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J a n 14 SPACING S E E ABOVE J R E F- 1 S 9 K 3 5 2 Z 0 2 , ANSI/TPI 1-1995 SECTION 2. ciy7ytsU - ciy7yDes - nc) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. 0-4-3 IMIZI uwU FKtf ANLU rNUM L.UMFUItN INFUI (LUAU) 5 UIFILNJIUNJ) aUb Mliitu BY iNUa MrK. 120 MPH WIND, 20.06 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/240 LIVE AND L/180 TOTAL LOAD. 21-4-1 IK= 181 U=180 2-9-14 1-14 R=76 U=180 L< 1-10-10 7-0-14 7-0-2 Over Supports R=261 U=180 W=10.567" PLT TYP. Wave TPI-95 R Design Cri.t: TPI STD FLBC a 0TY:7 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 IY T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 1 2 8 INSTITUTE. 583 D'O NO FRIO DR.. SUITE 200. MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO FUNCTIONS.. UNLESS 0 5 0 5 0 3- SMYTH LUMBER CO. PERFORMING THESE OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ST RUC7URAL PANEL S. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. l If CA J( Y 77 T C D L 7. 0 P S F DATE IMPORTANT** FURNISH A COPY Of THIS DESIGN T0. THE INSTALLATION CONTRACTOR: ALPINE ENGINEERED BC. DL 10.0 PSF DRW 03125062 ROOFTRUSSDIVISIONPRODUCTS.f 2722 SOUTH APOPKA BLVD. 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 No. 42704- ; SLTUSR352 APOPKA. FL. BRACING OF TRUSSES.. THIS DESIGN CO NF 0RM5 MITH APPLICABLE PROVISIONS OF NOS (N AT IDNA L DESIGN BC L L 0. 0 P S F S L T - E N G / W M R 32703 407-299- 1522•; SPECIFICATION PUBLISHED BY THE-AMER ICAN fOR EST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF .' FAX: 407- 299-9 1 53 CONNECTORS ARE MADE OF 20 GA ASiM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Pam' 4 0R1!? TOT.LD. 37.0. PSF SEON 37433 PROFESSIONAL ENGINEERING DRAWINGS 1G0 A-Z. THE SEAL ON THIS [S DRAN ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ss NA E DU R F A C 1.25 . FROM R H CERTIFICATE OF AIITHORRATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER M a y O 5 SPACING S E E A B O V E J R E F 1 S 2 I 3 5 2_Z 0 4 r— Lly/yfsrs IIVIy)ia - H.5) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-0 CANT ONE FACE, 1-1-0 CANT OPPOSITE FACE. 4.24 f IT7 3 IRU= 180 0- 4-3 1-9-14 0 R= 95 U=180 2X4 ( A1) I I 1< 1-20-10 1-5-11>j-<-2-9-4--j E- 4-2-3 Over 3 Supports{ R= 335 U=241 W=4.95" I n1J uRu rm ErmrNLu -mum l.UrirUILK iNFUI 1LUAUJ N UI-1C110I UIN O7 3UDI-11I- DI IRVdd mrK 120 MPH WIND, 15.74 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/240 LIVE AND L/180 TOTAL LOAD. Y PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:2 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 TFI (TRUSS PLATE INSTITUTE. 583 D'O NOFRIO DR., SUITE 200, MAD ISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t F)C,• F 3r ;• F NO.42%O4 1 ,*. T C T C BC L L D L DL 2 0.0 7. 10. 0 0 P S F P S F PSF R E F R 3 5 2 - - 4 1 2 9 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125063 S L T - E N G / W M R 2722SOUTHAPOPKABLVD., APOPKA, FL 32703 407- 299-1522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH 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 Cp Af• L(4e•'• R1O' I' ys ` B C TOT TL L L D. 0. 0 37. 0 P S F P S F S E O N 37389 D U R F A C . 1': 25 FROM R H PROFESSIONALENGINEERINGDRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCEOF PROFESSIONAL ENGINEERING RESPONS? B ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH O WR, THE SUITABILITY AND USE OF THIS SPACING SEE ABOVE JREF 1S2I352_Z04 CERTIFICATE OF AUTHOREIAT10N #9218 COMPONENT FOR ANV PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. - - - May 05 '03 Lly/ytStS - Lly/ytStS - tl) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.i 120 MPH WIND, ,11.06 FT MEAN HGT, ASCE 7-98, PART. ENE. BLDG, LOCATED ANYWHERE IN ROOF, CAT II,.EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. J4-- 0 R=73 U=180 2X4 (A1) I. L<1 4-0-,LE _I 7-0-12 7-0-0 Over 3 Supports R=363 U=251 W=8" PLT TYP. Wave TPI-95 R D e s i q n Crit: TPI STD FLBC QTY:14 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 T C L L 20.0 P S F R E F R 3 5 2-- 4 1 3 0 SMYTH LUMBER CO. INSTITUTE, 583 D'ONOFRIO R. SUITE 200, MAOISO N, NI 63719),. 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. Y :TIF1C Z rq . TC I 7.0 PSF DATE 05/05/03 IMPORTANT— FURNISH A COPY OF. THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.4 704ROOFTRUSSDIVISIONPRODUCTS. INC. SHALL t7 OT BE .RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; .ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03125064 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407.299-i 522 - BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER A550CIATION) AND TPI. ALPINEPf' S STATE OF ;tom BC LL 0.0 PSF SLT-ENG WMR FAX: 407-299-9 1 53 CONNECTORS ARE MAD OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERp// O R10,.• cVL/NA`4 T O T. L D. 3 7. 0 P S F S E O N 37417 PROFESSIONAL ENGINEERING DRAWINGS 160 -A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1.25 FROM R H CERTIFICATE OFAUTHORIZATION #92le 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 - May 05 '03 ANSI/TPI 1-1995 SEC IION 2. _ SPACING 24.0" JREF 1S2I352 Z04- IcIj/juts - c I j/'Jots .- r'f TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 0 R=48 U=180 LC1-4-o-5-0-12 5-0-0 Over 3 Supports R=295 U=181 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:17 FL 1 R Scale =.375" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND • TIC L L 2 0. O P S F R E F R 3 5 2-- 4 1 3 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO R. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 'iiFICI .: 1 P ERFOR FII NG THESE FUNGTIO HS. UNLESS OTH ERNISE INO ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `tV rT C D L 7 . 0 P S F DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N0.42704 IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. .ALPINE ENGINEERED 1 BC D L 10 0 P S F D R W SLTUSR352 0-1125065 ROOFTRL/SS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A : * ' Q c 2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR .FABRICATING. HANDLING, SHIPPING. INSTALLING AND STATE OF tQ BC L L 0 . 0 PSF FS L T - E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N D S IN DESIGN S j 407- 299-1522 SPECIFICATION PUBLISHED BY THE AMERlCAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE o R pPj CONNECTORSAREMADEOF2OGAASTMA653GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •........ T 0 T. L D. 3 7. 0 P S F S E Q N 37435 FAX: 407.299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING .INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •YI,M Y D U R . F A C . 1 25 FROM R H 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 May 05 ' 03 ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1S2I352_ZO4 c1yXtiDI1 - clyX7DD - ts TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD lTo-4 T IIR-47 U=180 1-10-3 d-x-0 R=23 U=180 IHlb UWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS).SUBMITTED•BY TRUSS MFR.' 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. L<1-4-011.-3-0-.12—.1 3-0-0 Over 3 SuT orts R=234 U=180 W=3.5" PLT TYP. Wave TPI-95 R Desi n Crit: TPI STD FLBC 0T Y:3 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' PLATE Q'A7y_ T C L L 20.0 P S F R E F R 3 5 2-- 4 1 3 2TRUSS INSTITUTE, 5B3 D'ONOFRIO DR.. SUITE NO. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO p F C••`•, - SMYTH 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. 4•- -TT•. ( G T C D L 7.0 P S F DATE 0.5 / 0 5 / 0 3 - ROOFTRUSSDIVISION 2722 SOUTH IMPORTANT" FURNISHA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO f '.ND. 42704 1 BC DL 10.0 PSF DRW SLTUSR352 03125066 APOPKA BLVD. APOPKA,FL BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPP ING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN 7[ 7C STATE OAF BC LL 0.0 PSF SLT-ENG WMR32703 407-299 1 522 NATIONAL LPINE•••• Fl ATCONNSPECECTORSIAREPMADESOF020GATASTMMA653AGR40RGALV.EST STEEL. TAPPLVACONRECTORS 4 FAX: 407-299-9 1 53 EXCEPTIASINOTED. ON TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s••' vOR10•• TOT.LD. 37.0 PSF SEON 37379 PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING pNpL D U R. F A C 1.25 FROM R H. CERTIFICATE OF AUTFIORIZAITON #9218 RESPONS181IT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUI LOiNG DESIGNER, PER May 05 'U ANSI/ TPI 1.1995 SECTION 2. SPACING 24.0' JREF lS2I352_ZO4 r- Lly/ylitS TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -10-4 R=108 U=180 2-10-3 0 R=48 U=180 LC1-4-0-11E 5-0-12 I- 5-0-0 Over 3 Supports- , R=295 U=219 W=8" is unu —u I- u—iruIcm InruI 'III I"', 'III . _111 11. 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R D e s i q n Crit: TPI STD FLBC 1 a QTY: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). PUBLISHED BY TPI (TRUSS PLATE`eM INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISBN. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. x"IMP ORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC- SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATI ON). AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160- A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS VJ•`.(1 IF%'•. N0.42704 jiSTATEOFt A R,O `.;•J v0 S-`•NaL T C T C BC B C TOT L L D L OL L L L D . 20.0 7. 10.0 0.0 3 7 0 0 cPSFF PSFF PSF P S F P S F R E F R 3 5 2-- 4 1 3 3 DATETE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVO. APOPKA, FL 32703 407-299-1 522 FAX: 407.299-9153 - PROFESSIONAL ENGINEERING . DRW SLTUSR352 03125067 S L T - E N G W M R S E Q N 36911 D U R. F A C. T': 25 FROM R H SPACING 2 4. Q" LJ R E F 1 S 2 I 3 5 2_ Z 0.4CERTIFICATEOFAUTHORIZATION #9218 COMPONENTANYSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 05 k L I JL5b - Lly/ylbb l,e TOP CHORD 2x4 SP ##3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD: I 1 1Tk147 U=180 1-10-3 a 0 R=23 U=180 IHIJ UWU HKtKAKLU FKUM LUMPUItK 1NPUI (LUAU) & UIMENSIUNS) SUBMIIIED BY IKU55 MFK. 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENL BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND.L/180 TOTAL LOAD. 1-4-0 , 1 3-0 12 3-0-0 Over 3 $uppor Is R=234 U=198 W=8° PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:17 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 Rw{y_ T C L L 20.0 P S F R E F R 3 5 2-- 4 1 3 4 INSTITUTE, 583 D'ONOFR IO OR., SUITE 200, .MAOISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO p11FIC" Vie0, C/1 S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE -PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ci T C D L 7.0 P S F DATE 0 5 / 0.5 / 0 3 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0. 42704, ROOFTRUSSDIYISION - PRODUCTS, INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 0.3125068 2722 SOUTH APOPKA SwD. 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 (NA.TIONAL DESIGN 7C STATE OF ` BC LL' 0.0 PSF SLT-ENG WMR 407.299-1 522 FAX: 407-299-91 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS Q.fL I 2 . O R% P. TOT . L D . 37.0 P S F S E Q N 37437 `- PROFESSIONAL ENGINEERING TFOR HES DRAWING ES ACCEPTANCEOFPROFESSIONALENGINEERING EAL TRUSSITHISp D U R . F A C 1.25 FROM LI RII CERTIFIC:ATEOFAUTHORRATION# 9218 RESPONSIBILIITY SOLELY THE COMPONENT DES SIGN SHOWN. AND USE COMPONENT FOR ANY PARTICULAR BUILDINGISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 ' 03 SPACING 24.0" JREF lS2I352 ZO4 ANSI/TPI 1-1995 SECTION 2. - Illy/yt5t5 - L1y/yt5ti - I.SJ TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 2X4(A1) 0-lro 49U 1804 9-4-0 FR=- U=180 L<1-4-0 1-0 12 1-0-0 Ove upports R=247 U=280 W=8" i nia unu rmErAmccu rnun l,urlrul tK 114rul (Lunv3 a viri n.i vi of auoriii nuaa rir n. 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. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:21 FL 1 R - Scale =.375" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND 114M. /Q T C L L 2 0; 0 P S F R E F R 3 5 2-- 4 1 3 5BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE It75TITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD ISO N, NI. 53719). FOR SAFETY PRACTICES PRIOR 70 't F••' `• - PERFORMING THESE FUNCTIONS. UNLESS OTHERNiSE INDICATED, TOP LHORD SHALL HAVE PROPERLY ATTACHED //; (` ,. F T C D L 7. D P S F DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tt ROOFTRUSSDIVISION — IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i ND.42704 S ,BC DL 10.0 PSF DRW SLTUSR352 03125069 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 l B \, L L 0.0. P S F S L T - E N G / W M R APOPKA,FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNS STATE OF •Q` SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 40407.2 1 - 91 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO S T V FAx: 407.299 9153 I:.'••,, 0 R 10,.•• T 0 T. L D. 3 7. 0 P S F S E O N - 37439 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON. THIS DESIGN, POSITION CONNECTORS PER ee f/ PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEA L ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v•Y •wpp•••C', RESPONSPBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS NAIL. D U R . F A C . 1'. 2 5 - FROM R H CERTIFICATE OF AUTHORIZATION P#9218 ANSIONENT1FOR ANYSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 06 SPACING 24.0" JREF - 1S2I352_Z04 Lly/yt3 [S - Lly/yLS ES - 1,4) - TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6110-4 R-70 U=180 1-10-3 9__C4_- 0 R=30 U=180 THIS UWG PKEPARED FROM COMPUILH INPUT LOADS &.DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND,. 10.43 FT MEAN HGT, ASCE 7-98, U-OSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND.TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 2X4 (Al) I 3-0-12----BIJ 3-0-0 Over 3 Supports R=123 U=180 W=3.937" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:l 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 j( T C L L 20.0 P S F R E F R 3 5 2 -- 4 1 3 6- INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO LVIC4... j6 S MYTH LUMBER CO. P ERFORMINC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED JGSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 IMPORTANT— F URNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED iO. Ail%04ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03125070 2722 SOUTH APOPKA BLVD. APOPHA,FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACTNf, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 'AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE•1. t STATE OF (C p Lam/ I BC LL 0.0 PSF SLT-f NG /WMR 407-299-1522 FAX: 407.299-91 53 CONNECTORS ARE MADE OF 20GA ASTM AS GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER O R,OP QVTS N 0 T . L D . 37.0 P S f S E Q N 37421 - PROFESSIONAL DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INO ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING a Y L WENGINEERING CERTIFICATE OF AUTHORRATION #9218 RESPONSIBILITY SOLELYFOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 D U R . F A C . 1.25 FROM R ANS I/TPI 1-1995 SECTION 2. SPACING 24.,0" JREF 1S2I352_ZO4 Z1979BB - Z1979BB - C5 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 F— 9-10-4 0 -110-1 U=180 7 91 0 0 2X4 (Al) 1-0-12 1-0-0 Over 3 Supports 7 R=52 U=180 W=8" I M1J UWU KKtFAKtU VKUM LUMF'UItK 1NF'UI (LUAU) N U11"ICIN3IVN-3J 3UDMI I,w D, IKU33 rirK 120 MPH WIND, 9.93 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. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:1 FL - 1 R - Scale =.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 M R T C L L 20. 0 P S F R E F R 3 5 2-- 4 1 3 7 INSTITUTE, 583 D'O NOFRIO DR.. SUITE 200. MAOISON, N1 53719). FOR SAFETY PRACTICES PRIOR TO•'t PERFORMING THESE FUNGT;[ONS. 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 F C • -r/ 4 0m. flG ; i N0.42704 i T C pBC D L DL 7, 10.0 0 P S F PSF DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. ROOFTRIISSDIVISION DRW SLTUSR352 03125071 S L T - E N G / W M R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299 1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NI7N APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNS SPECIFICATION PUBLISH EO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF{ Q R1Qp' BC T 0 T L L L D . 0.0 37.0 P S F P S F S E 0 N - 3748 6 FAX: 407- 299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER!f D U R F A C . 1". 25 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOFAUT} I0RRATION#9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ES PONS[91LITY 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. t -UNAL May 05 .' 03 SPACING 24.0" JREF - lS21352_Z04 ASCE - 7-98- 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I 1.00 EXPQSURE, 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 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" e' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" U S P F 3 3' 4" 4' 11" 4' 11" 6' S" 6' S" B' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" u F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" B' 4" 8' 4" 10' 0" 10' 0" 13' 1" 18' 1" W Q 1 1 STANDARD 3' 3' 4' 2" 4' 2' 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11 B" 11' 8" . 1 3' 9" 5' 11 6' 4" 7' 0" 7' 6" B' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" S P 2 3' B" 5" 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 6' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" C 2 DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" B' 4" B' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' B" 7' 7" 7' 7" B' 9" 8' 9" 11' 11" 11" I1" 1 2 3' I1" 6' 9" 6' 11" B' 0" S' 2" 9' 6" 9' 9" 12' 6" 12' I1" 14' 0" 14 0" S P F 3 3' 10" 6' 0" 6' 0" 7' 11 7' 11 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF 11" 1I1" 7' 19" 19"' O STANDARD 3' 10" 5' 5' 6' 6' 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" 1 12' 6" 13' 6" 14' 0" 14' 0" C SP 2 4 2" 6' 9" 7' 3" B' 0" B' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" w C-D 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" B' 0" B' 0" 1 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 1 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" Q 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" SPF 3 4' 2" 6' 11 6' 11 8' 9" B' 9" 10' 6'" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11'" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O 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" 1 4' 8" 7' S" 8' 0" B' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" P 2 4' 7" 7' 5 B' 0" 1 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" l\2 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13" 10", 14' 0" 14' 0" 14' D" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5"' 12' S" 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870# AT EACH END. MAX WEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE, 2X4 SP OR DF-L #2, OR BETTER DIAGONAL BRACE; SINGLE OR DOUBLE CUT AS SHOWN) AT UPPER END. SYMMI WOUT. 2X4 #2N OR BETTER BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR 1 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FUR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 1 2 M2 GABLE TRUSS. DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA.IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER. CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. FOR (1) "L" BRACE; SPACE NAILS AT 2" O.C. IN IB" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NABS AT 3" O,C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 807. OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 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. CONNECT DIA NAL AT '4f \\\\", M. R MIDPOINT OF VERTICAL WEB. - REFER TO CHART ABOVE FOR A(Q''R'GTU (. C THIS DRAIYING REPLACES DRAWING A10030E EXTREMEFABRICATING. IN TAL LING ANDUSSESBRACING. RIREEFER HIB 91 (HANDLING INSTALLINGHANDLING, AND BRACING) PUBLISHED REF ASCE7-98-GAB12030 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 nJQ, 42704 DATE-09/10/O1 SMYIH LUMBER CO. STRUCTURAL PANELS AND BOTTOM CHORD SHALL ATTACHED DRWG A12030EC0901ROOFTRUSSDIVISION OFCEILING. KIMPORTANOT*-RFURNISHCOPYRIGID DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG 2722SOUTHAPOPKABLVD. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR 'FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH STATE OF . Q ` APOPKA, FL 32703 407- 29a1522 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 TD EACH FACE OF y1 O\• / C P,•• O4 LD. 60 PSF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL R ` Q iFn ,•„ •_•` TOT. PROFESSIONAL ENGINEERING RESPOOF NSIBILITYCOMPONENTDESIGNTHE. ENGINEERINSUITABILITSCOMPONENTRTHEOGN Z ZZZh/ A' L``_`S( N\\. MAX.- SPACING 24.0 CERTIFICATE OF AUTHORIZATION #921 AND USE FOR ANUS PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ' IIItIU.l i r (- -)), ATTACH EACH "T' REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD, , ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015ENO699, A09015ENO699, A08015ENO699, A07015EN0699 A1103OENO699, A10030ENO699. A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901, A1303OECO901, A1203OECO901, A11030ECO901, A10030ECO901, A08530ECO901. SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015ENO699, S09015ENO699, . SO8015EN0699, S07015EN0699 S11030EN0699, S10030ENO699, SO9030ENO699. S08030ENO699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI - - WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE I VERTICAL LENGTH. 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, 5B3 D'ONOFRI DR., SUITE 200. MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER Co. HAVE 'A PROPERLY ATTACHED RIGID CEILING. r IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522. AMERICAN FOREST AND PAPER ASSDCIATIDN) 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-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE OF AUTHORIZATION N921SUITABILITYa! SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. IFICq TF tr : No. 42,704 o . STATEOF O R 2X6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND .LOAD. - MAXIMUM ALLOWABLE 'T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 % 10 % 2x6 40 7, 50 % 110 MPH 30 FT 2x4 10 % 10 % 2x6 50 % 50 % 100 MPH 15 FT 2x4 10 7 10 7 2x6 30 % 50 % 100 MPH 30 FT 2x4 110 % 10 7 2x6 40 % 40 % 90 MPH 15 FT 2x4 20 7 10 7 2x6 20 % 40 % 90 MPH 30 FT 2x4 10 % 0 % 2x6 30 % 50 7 60 MPH 15 FT 2x4 10 7 20 7, 2x6 10 7 30 7 80 MPH 30 FT 2x4 20 % 10 % 2x6 20 7 40 7 70 MPH 15 FT 2x4 0 7 20 7 - 2x6 0 % 20 % 70 MPH 30 FT 2x4 10 % 20 % 2x6 10 7. 30 % EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT - GABLE VERTICAL = 24" O.C. SP #3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107 = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" LACES DRAWINGS GA898117 876,719 & HC26294035 REF LET -IN VERT DATE 10/24/01 DRWG GBLLETIN1001 ENG DLJ/KAR 9 TOT. LD. 60 PSF R. FAC. ANY X SPACING .24.t" VALLEY TRUSS DETAIL i TOP CHORD :2X4 SP #2.OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED- OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE —NAILED 120 MPH WIND, ASCE 7-98, CAT U, ENT. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. a CUT FROM 2X6 OR LARGER AS REQ'D i t 4-0-0 MAX , 12 12 MAX.I WY2X4 W2X4 WY2X4 8-0-0 MAX--{ 12 W4X12INIAX. 44 W1X3 6-0-0 W1X3' MAX SPACING) W1X3 W1X3 tiY2X4; 16-0-0 MAX W1X3 _, # 4 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"—BRACE, 80% LENGTH OF W -EB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WYITH 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 OP 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. NAILE W2X4 OPTIONAL STUB END DETAIL N W4X4 OPTIONAL HIP JOINT DETAIL kk E COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) ,I,;ulurlilar I AT 2 „ OC PLAN SUPPORTING TRUSSES AT 24" OC MAXINIUr1 SPACING. THIS DRAWING REPLACES DRAWING A105 YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED Gk.• `••, / TC LL 30 30 40 PSF REF VALLEY DETAIL By TPI (TRUSS PLATE INSTITUTE. 583 D'pNpFRf DR., SUITE 200, MADISON, wl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD DL 20 IS 7 PSF DATE 06/25/99SHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. No. 42704 : * C IMPORTANT.x FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIkROOFTRUSSDIVISIONENGINEEREDPRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 9C DL 10 10 1,0 PSF DRWG VALTRUSS0699 ENG MLH/ICAR2722SOUTHAPOPKABLVO. DES ON; ANY FAILURE,T BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, =_ HANDLING, INSTALLING C LL 0 0 0 PSFSHIPPING, 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 20GA4 o STATE OF f1 •,• OT. LD. 60 557 PSF55 ASTM A653 'GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS A-Z. THE SEAL ON THISDRAWINGINDICATES ACCEPTANCE OF ESTHENAL ORESPONSIBILITYATHIEGTRUSSO O O 1P. ' k. 1 `\O DUR:FAC. 1.25 1.33 1.15 Ll5 PROFESSIONALENGINEERINGENGINEERINGSOLELYCOMPONENTDESIGNSHOWN. SUITABRESPONILITY THIS MPONENT FOR UILING THE F ....• YN, ASS SPACING 24' CERTIFICATEOFAUTHORIUTONd9218SIBILITYDOFSTHEBUILDINGDESIGNER, PERANY ANSI//RTICUAR TPI1`1995 SECTIONI 2 S z0fuli r -- CONVENTIONALLY FRAMED VALLEY 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 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. B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". COMMON TRUSSES AT 24" OC VALLEY RAFTERS 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) F-(A) C) ( B 3) 16d BOX NAILS 4 TYP' fl(B) 3) 16d BOX NAILS, TOE —NAILED RATED SHEATHING PARTIAL FRAMING PLAN OMMON TRUSSES AT 24" OC 3) 16d BOX 2) 16d BOX NAILS, NAILS, TOE —NAILED TOE —NAILED 3) 16d BOX \ NAILS. TOE —NAILED D) ( A) C) GIRDER 2) 16d BOX NAILS, TOE —NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TOZ(3) AT 24" OC MAX SPACING&ATRUSSTOPCHORDSPERSPECIFICATIONS 16d BOX NAILS, TOE —NAILED THRU 4 CRIPPLE INTO RATED SHEATHING THISi DRAWING REPLACES DRAWING V105-CONV WARNING-: TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRID 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 N/ Q\\ ` FZ``w.•IFI il••. I ••• TIC_ LL 3O i LSyDL 20 30 15 40 PSF 7PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. r-- IMPORTANT-- FURNISH A CDPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE V Bt BC VL 10 10 10 PSF DRWG VALCONVF0699 ROOFTRU55 DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRI,CATING, 2 • 42704 I2722SOUTHAPOPKABLVD. HAN LING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH NO. o 0 PSF ENG MLH/KAR APOPKA, FL 32703 407-299.1522 APPLICABLE PROVISIONS OF N S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA i TOT.=_LD. 60 55 57 PSF 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 STATE O F 1. 151.15 PROFESSIONALENGINEERINGDRAWINGS 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 C014PDNENT FOR ANY PARTICULAR BUILDING IS THE s / O • 6 •••, 1C. 1.25/1.33 ABOVE CERTIFICATEOFAUTHORIZATION11921RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O•.. CING SEE TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4- #2 OR BETTER WEBS 2X4 #3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT -ONE SPLICE 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 PURLGN SPACING. 120 MPH WIND, ASCE 7-98, CAT I1, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A E E A E E EITHER PLATE OPTIONAL B ` LOCATION IS. SPLICE B B Y54 ACCEPTABLE II B =D—SPLICE C B ZZ. C 2: TYP. B °1 B C B C B C C—TYP, 12 C 12 0C MAX " ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. 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, 5133 D'ONOFRIO DR„ SUITE 200, MADISON, WI. 53719) FOR SAFETY . PRAC TI C ES PRIOR TO PERFORMING THESE FUNCTIONS. .UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE P ROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGI 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 BL DESGN; ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, - VO. 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 AMERICAN. 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 EanFlcwrebFAUTHORIUTION H9216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE-. RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D. 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX. PLATES 'WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1x4 "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 807. 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 O o 0 0 0 o a 0 0 0 O O o0 0 2 0 0 0 r 8 1/4" IQWAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 MAX LOADING REF PIGGYBACK IFI'FC' tL '9• 55 PSF AT DATE 06/25/99 G F'• 1.33 DUR. FAC. DRWG PIGBACKB0699 No. 42704 50 PSF AT ENG DLJ/KAR 9.25 DUR. FAC. a'•• STATE OF 47 PSF AT 1.15 DUR. FAC. ACING 24.0" BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8. TRULOX SIZES (1X3 NAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED, FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5 X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5 10 9 1 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5 9 8 1 7 7 6 4++ MAX0:9 3X8 TRULOX18" MAX I 4 **LOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE s;dI1111771i1ijlRijjS DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 x WARN1tJGi> TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRI DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AN BOTTOM A // P 7 J/ /y// IFICr`.1•Q.••••• 1 TC LL PSF DL PSF777' REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f- v- •• B DL 10.0 PSF DRWG BCFILLER0699 ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. r 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 ToBUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, k • NO.42704 : C=LL — PSF ENG DLJ/KAR APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST AND PAPER c T0_ LD. PSF407-299-1522 FAx: 407-299-9153 AMERICAN ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE F 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 p STATE OF FAC.1.0/1.15/1.25/1.33PROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i , p •••. CERTIFICATE OFAuTHORI7ATION 4921E SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ACINGRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2, OP.• j _ _ , _ _ _ V" 24.0 TJL PJW II N ` nipNT- i:? c 7T 2' TYI 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 7; 5' CORNER SET SETBACK 3' 7. 0„ 0 1' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR 1 N 2-00-00 1 2-09-15 1 2 DENSE 2 HIP 0`R COMMON TRUSS 1 HIP TRUSS J5 1711J3 J1 J J1 J3 J5 J7 J7 J7 J7 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD., j UPLIFT IS 350# * * * 1 3 5 7 2' TYP . UPLIFT IS 200# OPTIONAL VERTICAL WEB. USE W1:5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB: 2 16d TOENA ILS HJ ** (3) 16d TOENAILS 2.12 12 W2X4 - TO4.24 1V2X5 i W3X4 OR TH]A26N3/4" r. 9-10-13 OVER 2 SUPPORTSOVER2SUPPORTS R=6529 W=3 50" HIPJACK THIS DRAWING REPLACES x a •.r,.•. r. w/,/U DRAWING HC11795029 WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND .BRACING), PUBLISHED 1aa`\r - • NSF. c LL 30 MAX PSF REF 7 STBK CS BY TPI (TRUSS PLATE INSTITUTE, 583 'ONOFRI DR., SUITE 200, MADISON, WI: 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL A PROPERLY ATTACHED RIGID CEILING Y j` - r. G •••••- y DL 15 MAX PSF. rDATE' 06 25 99 SMYTH LUMBER CO. DRWG CS7SBK3AO699HAVEIMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 3 Bl, L 10 • PSF. ROOF TRU55 DIVISION 27225ouTN APOPKA Bwo, ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION .FROM THIS1DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN.CONFORMANCE WITH TPI; OR FABRICATING, 1S. R No. 4270'4 - L - O PSF ENG SJP KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH " APOPKA. FL -32703 407-299-1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA OT= LD. 55 MAX PSF FAX: 407-29,9-9153 - ASTM A653 GR90 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE FOF PAC. 1.33 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 A•••: I i • SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i OERTIFICATEOFAUTHORIUTION #9218 RESPONSIBILITY FTHE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j . OP' ACING SEE ABOVE I/ AV r9r"!rI1111N I:.,,.• a1r,`` I i 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 TOT -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 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2XB 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% 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 rr THIS DRAWING REPLACES DRAWING 579,640lrjr WARNING;; TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, ` O - INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AN BRACING), PUBLISHED O\\\ `` / // TC LL PSF REF CLB SUBST. BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR `\`Z`\`V .^•C ••. F / SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, i (G 'q,.•.• DL - PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLr-V _ t\,. 7 S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. G '6 IMPORTANT;• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE - •. BCC DL PSF DRWG BRCLBSUB0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, o NO. 42704CBLL - PSF —ENG MLH/KARHANDLING, SHIPPING, TO AND BRACING OF TRUSSES. DESIGN CONFORMS WITH -_ APOPKA, FL 32703 APPLICABLEFORESTPROVISIONSANDP PER ASSOCIAITOION) ANDL TPI• ALPLINIE CONNNECTORSS ARE MADE F 20GA S • TO LD. PSF407- 407.2931522 'ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF O FAx: 407-299I9153 TRUSS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER .1-0STATE 0 F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL SFAC. PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i A • SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i •.• O 1O r .••w` *ACING CERTIFlCATEOFAUTHORIZATIONt19218--,RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. /O -. R `_ YLUUK U/Ab Lt) 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). OUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,MIN. JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = j DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES IHIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TRUSS MAY BE INSTALLED UPSIDE DOWN. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-1OD 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 2X4 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 ME Wf- IA4 = W=WZ.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. F Continuous Support ilti16111iIWtupgr Note: All Plates Are W2X4 Except As Shown. Rq''`r,,, PLT TYP. Wave' TPI-95 R Design Criteria: TPI STD Scale 375" Ft. WARNING"• TRUSSES REDUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIE; INSTALLING G L L 4 0. 0 P S F R E F HANDLINGANDBRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO BR.. SUITE 200, MAD ISO N, 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. N 4 2 7.0 4 D L 10.0 P SF R 3 5 2-- 1 5 3 7 2 S MYTH LUMBER CO. DATE 0 7/ 1 5/ 0 2 ROOF TRuss DIVISION IhI DUCT, INC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FRODUC7S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Q • 1 7[ Bl>: DL 5,0 PSF DRW SLTUSR.352 02196003 2722 SOLITN 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 NDS (NATIONAL DESIGN STATE O F B C L L 0 P S F S L T - E N G / W M R - 407- 299-1 522 FAX: 407-299-9 SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER' ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTI4 A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO, i T L D 0 5 5 0 P S F S E 0 N 11184 153EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 11 \ i ® 4,(`•••.` O PROFESSIONAL ENGINEERING DRAWINGS160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON5IBILITY SOLELY FOR THE R 1O I- b U R FA C 1 FROM CERTIFICATE OFALMIORCEATION#9218 TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT1FOR ANSECTY PARTICIONULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSI/TPIC qqff n• l`' )VQL• \ 00 JREF 1RU8352_Z17 FF_- _ 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/OR 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 WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS. 2' 6" MAX -- TYPICAL SPACING 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. 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. CROSS SECTION DETAIL 1.5"E11111C 3. 5" FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON C(0.148" x 3") NAILS. FIGURE 3: STACKED CHORD OPTIONAL TIE PLATE ON TRULOX PLATE CONNECTION NARROW FACE lCOMMON 0.148" x 3") NAIAI IN !N COFACE. CROSS SECTION DETAIL O CROSS SECTION DETAIL P 2. 5' 3 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 3000# 2) 2, 8 1 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, AT TO 3.5" 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 9.0" CONCENTRATED LOAD MUST BE APPLIED FOR DOUBLE STACKED CHORDS TO THIS FACE. USE (2) 3X10 TRULOX PLATES. CR NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5.5" SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIEI 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS I R PLACES DRAWINGS 1,070.978 798517 T620,124 & T615,489 WARNING-- TRUSSES REQUIRE EXTREME CARE 1N FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T H1B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI ( TRUSS PLATE INSTITUTE, 583 'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORIAING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 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 V (/ FCC V n'• r• No. 42704 LL PSF DL PSF B IL PSF REF SY42 CONNECTION DATE 06 25 99 S MYTH LUMBER Co. ROOFTRUSS DIVISION DRWG CNSY42PLO699 ENC MLH/ KAR 2722 SOUTHAPOPKABLVD. APOPKA, FL 32703 407.2991522 FAx: 407- 299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION M9218 DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BYTHE= AMERCAN ASTMSA653 GR40TANDGALV. PSTEELAERAEXCCEPTTASCNOTEDSSOCIAION) ANDTPAPPLY,C NOECTORST I. ALINE CNNECTOS ECHFCE FRE MADE OF 2 GATRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGSOLELYCOMPONENTFOR ANY OR THE TRUSS COMPONENT AND RESPONSIBILITY ULAR BUILDING NO SHOWN. SUITABILITTHE THERESPONSIBILITY OSEFTHE BUILDINGDESIGNER, PERANSI/TPI 1-1995 SECTION 2. L iQ'•. STATE OF O 1••....••'\C•\ BCL - PSF OT1 LD. PSF T ACING s SMITH TRUSS ROB HULL 12 Jan 20041:43 pm 2722 APOPKA BLVD , APOPKA, FL. 32703- (407)291-2641 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Project : Z1979BB.FBD BEAM -A Mark # .., Z1979BB F ..._..n BEAM -A Usage Beam (Floor) Repetitive No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 ` Composite Action : No i k 3.5', 565 psi 3.5", 565 psi 15 0" LOADS Project Design Loads Floor: Live=40psf, Dead=15 psf,• Roof- Live=20 psf, Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 110 80 100% 0 010" 15' 0" WALL I 2 Concentrated(lbs) 563 f 409 100% 0 2' 2 3/4" B.B.O 3 Partial(plf) 221 161 100% 0 5' 10 3/4" 9' 10 3/4" F1 4 Concentrated(lbs) 880 -- 640 100% 0 11' 10 3/4" F2 5 Concentrated(lbs) 661 .r 481 100% 0 13' 10 3/4" F3 6 Concentrated(lbs) 247 134 125% 0 3' 2 3/4" C3 7 Concentrated(lbs) 234 / 170 100% 0 5' 2 3/4" C2 AA ryiri 8 9 Concentrated(lbs) Partial Ip fl 794 274 • 577 199 100% 0 100% 0 T 2 3/4"- 9' 2 3/4" ' 15' 0" R20 R19 h I^I'pA1r, i r iI IFI rY FCq • .f a S Uniform(plf) 15 0 0 0 15' 0" Self Weight G fit` •, .y Dimensions measured from left end when s an# is 0, otherwise from left end of the specified span. SUPPORTS(lbs) _ o. 1 2 Max R'n 3129 4592 Max 100% 2052 3219.o . STATE OF .; Q Max 125% 105 29 '® ` OP•.: Min R'n 972 1345 ' ''•.,.0 i -` Min 100% 2052 3219 Min 125% 105 29 ,NAL DL R'n 972 1345 i Min Brg(in.) 1.58 2.32 .[Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3838 1 14' 10 21 10827 100%, 0.35 M(ft-lbs) 14681 1 7' 6" 21 37333 100% 0.39 LtRn(lbs) 3129 0 0'0" 71 6921- 1000% 0.45 See Note #5 3 RtRn(lbs) 4592 0 15' 0" 71 6921 100%° 0.66 See Note #5 LLDefl(in.) 0.17 1 T 6" 71 0.50 U1083 TLDefl(in.) 0.24 1 T 6" 71 0.75 U759 USE: POWERBMB 30E-E2 3.50x16.00" Grade, Width, Depthselected 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 at 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%/2, 100=D°+,100%+115%/2+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). Y '';FORM 600A-2001 FLORIDAE Y EFFICIENCY CODE FOR.BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: MH1979 - #1979 W BONUS Address: 7/f f% Builder: G /`u Permitting Office: MORRI E City, State: \ Permit Number: Owner: Jurisdiction Number: Climate Zone: Central 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 40.0 kBtu/hr - 3. Number of units, if multi -family 1 SEER: 12.00 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2239 fe c. N/A 7. Glass area & type Single Pane Double Pane a. Clear glass, default U-factor 308.0 ft2 0.0 ft2 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF: 7.60 _ 8. Floor types b. N/A a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft b. N/A c. N/A c. N/A 9. Wall types 14. Hot water systems j a. Concrete, Int Insul, Exterior R=4.1, 1371.0 ft2 a. Electric Resistance Cap: 40.0 gallons - b. Frame, Wood, Adjacent R=11.0, 374.0 W EF: 0.88 - c. N/A b. N/A d. N/A e. N/A c. Conservation credits 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=30.0, 1979.0 ft2 DHP-Dedicated heat pump) b. N/A 15. HVAC credits c. N/A CF-Ceiling fan, CV -Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft PT -Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 32037 PASSTotalbasepoints: 32214 I hereby certify that the plans and specifications covered Eby this calculation are in com the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this build[ ned, is in compliance with the Florii ode. OWNER/AGEN DATE: Review of the plans and Z$E sT specifications covered by this 04 = aT o calculation indicates compliance with the Florida Energy Code. ' o Before construction is completed a this building will be inspected for tr compliance with Section 553.908 Florida Statutes. COD WE BUILDING OFFICIAL - DATE: !,VIEtW tnergyuaugew ( version: r-LMUrM v3.OUI FORM 600A-2001 SUMMER CALCULATIONS I 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 2239.0 26.78 10389.9 Single, Clear NW 1.0 6.5' 32.0 40.72 0.98 1275.6 Single, Clear NW 6.5 7.5 7.0 40.72 0.67 190.9 Single, Clear NW 6.5 14.0 33.0 40.72 0.80 1076.7 Single, Clear NE 1.0 6.0 46.0 47.10 0.97 2107.2 Single, Clear NE 16.5 6.0 16.0 47.10 0.45 335.6 Single, Clear . SE 8.0 9.0 64.0 61.07 0.53 2077.8 Single, Clear SE 1.0 6.10 24.0 61.07 0.97 1415.7 Single, Clear SE 1.0 5.0 20.0 61.07 0.94 1144.8 Single, Clear SW 1.0 6.0 48.0 56.99 0.96 2639.6 Single, Clear SW 1.0 5.0 18.0 56.99 0.94 961.8 As -Built Total: 308.0 13225.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 374.0 0.70 261.8 Concrete; Int Insul, Exterior 4.1 1371.0 1.18 1617.8 Exterior 1371.0 1.90 2604.9 Frame, Wood, Adjacent 11.0 374.0 0.70 261.8 Base Total: 1745.0 2866.7 As -Built Total: 1745.0 1879.6 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 43.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1979.0 2.13 4215.3 Under Attic 30.0 1979.0 2.13 X 1.00 4215.3 Base Total: 1979.0 4215.3 As -Built Total: 1979.0 4215.3 FLOOR TYPES Area X BSPM Points Type R-Value Area. X SPM = Points Slab 220.0(p) 31.8 6996.0 Slab-On=Grade Edge Insulation 0.0 220.0(p 31.90 7018.0 Raised 0.0 0.00 0.0 Base Total: 6996.0. As -Built Total: 220.0. 7018.0 INFILTRATION Area X BSPM Points Area X SPM = Points 2239.0 14.31 32040.1 2239.0 14.31 32040.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB Q.30 L_ . . FORW600A-2001 SUM ER CALCULATIONS Residential Whole Building Performance Method A Details ADDRESS:, , , PERMIT #: BASE AS -BUILT Summer Base Points: 42544.7 Summer As -Built Points: 44385.8 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) 44385.8 1.000 1.087 x 1.150 x 1.00) 0.284 1.000 15766.8 42544.7 0.4266 18149.6 44385.8 1.00 1.250 0.284 1.000 15766.8 EnergyGaugeTA9 DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM ,600A-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details FADDRESS-., , 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 2239.0 5.86 2361.7 Single, Clear NW 1.0 6.5 32,0 14.97 1.00 478.4 Single, Clear NW 6.5 7.5 7.0 14.97 0.99 104.1 Single, Clear NW 6.5 14.0 33.0 14.97 1.00 491.9 Single, Clear NE 1.0 6.0 46.0 14.70 1.00 676.6 Single, Clear NE 16.5 6.0 16.0 14.70 1.00 235.3 Single, Clear SE 8.0 9.0 64.0 " 10.59 _ 1.43 971.3 Single, Clear SE 1.0 6.0 24.0 10.59 1.02 259.5 Single, Clear SE 1.0 5.0 20.0 10.59 1.03 218.5 Single; Clear SW 1.0 6.0 48.0 11.59 1.01 562.0 Single, Clear SW 1.0 5.0 18.0 11.59 1.02 212.4 As -Built Total: 308.0 4210.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 374.0 1.80 673.2 Concrete, Int Insul, Exterior 4.1 1371.0 3.31 4531.2 Exterior 1371.0 2.00 2742.0 Frame, Wood, Adjacent 11.0 374.0 1.80 673.2 Base Total• 1745.0 3415.2 As -Built Total• 1745.0 5204.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 0.0 0.00 0.0 Base Total• 18.0 72.0 As -Built Total• 18.0 106.2 CEILING TYPES Area X BWPM Points Type R-Value Area. X WPM X WCM = Points Under Attic 1979.0 0.64 1266.6 Under Attic 30.0 1979.0 0.64 X 1.00 1266.6 Base Total: 1979.0 1266.6 As -Built Total: 1979.0 1266.6 t 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 2239.0 0.28 626.9 2239.0 -0.28 626.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM.600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I BASE AS -BUILT Winter Base Points: 6070.5 Winter As -Built Points: 10710.2 Total Winter X System = Heating Total . X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10710.2 1.000 1.078 x 1.160 x 1.00) 0.449 1.000 6014.5 6070.5 0.6274 3808.7 10710.2 1.00 1.250 0.449 1.000 6014.5 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM-60OA-2001 WATER HEATING& CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 40.0 0.88 4 1.00 2564.00 1.00 10256.0 As -Built Total: 10256.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 18150 3809 10256 32214 15767 6014 10256 32037 EnergyGaugeT"' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM -60OA-2001 R Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #.: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. aA-99 r1TWI=P PP1=_QrPlPTIVF MFARIIRF.R /miict ha mat nr aYcaarlarl by all rs±citlpnr_ps_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with..the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 40.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2239 ft2 c. N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 308.0 ft2 0.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 _ HSPF: 7.60 _ d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft _ C. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 1371.0 ft2 _ EF: 0.88 _ b. Frame, Wood, Adjacent R=11.0, 374.0 ft2 _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1979.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: yD4Z11E STq o c SOD WF NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's. Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCPB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House AIR FLOW DESIGNS Job: #1979 YORKSHIRE W/ BONUS 6/20/02 NE RD., CASSELBERRY FL., FL 32718 Phone: (407)831-3600 rur: FVIUMMIJvry nviwrw Notes: k°- 0 Desi' ri Information..,r>,: . x r Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 72 OF Design TD 34 OF Heating Summary Building heat loss 45718 Btuh Ventilation air 246 cfm Ventilation air loss 9200 Btuh Design heat load 54919 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 2239 2239 Volume (ft3) 20599 20599 Air changes/hour 0.7 0.4 Equiv. AVF (cfm) 241 138 Heating Equipment Summary Make CARRIER AIR C Trade Weathermate 38BYC 38BYCO6031 Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh 0 Btuh 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 95 OF Inside db 78 OF Design TD 17 OF Daily range M Relative humidity 55 Moisture difference 37 gr/lb Sensible Cooling Equipment Load Sizing Structure 33350 Btuh Ventilation 2300 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 1.00 Total sens. equip. load 35650 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 3095 Btuh Infiltration 3462 Btuh Total latent equip. load 8167 Btuh Total equipment load 43817 Btuh Cooling Equipment Summary Make CARRIER AIR C Trade Weathermate 38BYC 38BYCO6031 40FKA/FK4CNB006 Efficiency 12.0 SEER Sensible cooling 43660 Btuh Latent cooling 15340 Btuh Total cooling 59000 Btuh Actual cooling fan 2000 cfm Cooling air flow factor 0.060 cfm/Btuh Load sensible heat ratio 81 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WirigI i'1t50'Ft Right -Suite Residential 5.0.28 RSR23451 2002,1un-20 16:45:28 ACCN C:\LOAD\MH1979B.rsr Page 7 r- U RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House AIR FLOW DESIGNS Job: #1979 YORKSHIRE WI BONUS 6/20/02 250 JASMINERD., CASSELBERRY FL., FL 32718 Phone: (407)831-3600 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 20599 ft3 x 0.0167 = 241 cfm 2. Winter infiltration load 1.1 x241 cfm x 34 OF Winter TD = 9006 Btuh 3. Winter infiltration HTM 9006 Btuh / 357 f? Total window = 25.2 Btuh/f? and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 20599 ft3 x 0.0167 = 138 cfm 2. Summer infiltration load 1.1 x 138 cfm x 17 OF Summer TD = 2573 Btuh 3. Summer infiltration HTM 2573 Btuh / 357 ftz Total window = 7.2 Btuh/ftz and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/lb moist.diff. x 138 cfm = 3462 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 123 cfm vent. x 17 OF Summer TD = 2300 Btuh Sensible load for structure (Line 19) + 33350 Btuh Sum of ventilation and structure loads = 35650 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load - sensible = 35650 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 123 cfm vent. x 37 gr/lb moist.diff. = 3095 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3462 Btuh Equipment sizing load - latent = 8167 Btuh Construction Quality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wreghtsoft Right -Suite ResidentialT" 5.0.28 RSR23451 eCA C:\LOAD\MH1979B.rsr 2002-Jun-20 16:45:28 Page 1 n RIGHT-J WORKSHEET Entire House l AIR FLOW DESIGNS Job: #1979 YORKSHIRE WI BONUS 6/20/02 250 JASMINE RD., CASSELBERRY FL., FL 32718 Phone: (407)831-3600 J: im La. F TMANUALNameofroom Entire House LNDRY. DIN/LIV/FOY KIT. 1 21 Length of exposed wall I 286.0 ft I 6.0 ft 62.0 ft I 10.0 ft 1 3 Room dimensions 0.0 x 0.0 ft 0.0 x 0.0 ft 1 0.0 x 0.0 ft 4 Ceiings Condit. Option 9.2 fti heat/cool d 9.3 ft heat/cool 9.3 ft heat/cool 9.3 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. I Htg I Clg ft') Htg Clg W) Htg I Clg ft') Htg Clg ft') Htg Cig TGross a 14B 4.9 1.9 1586 1 0 411 93 I I Exposed b 1 12C I 3.11 1.9 232 I o 1 I o I I 01 I •••• walls and cI 12H 2.0 1.2 0 0 0 0 partitions d 13CI 1.4 1,1 392 I 561 I 168 I I 0I I ...« le 13C I 5.1 3.4 360 0 0 0 6 Windows and a 1C 39.3 242 9503 0 0 62 2435 0 0 glass doors b 8C 39.3 64 2513 0 0 0 0 0 0 1 Heating 1 c 9A 1 31.8 33 1( 0 0 33 1049 1 0 I 1 d 7F 1 41.1 0 0 0 0 0 0 OI l el 1 0.0 1 0 0 0 01 01 0 I OI 01 jfj 1 0.0 01 0 1 0 0 0 0 0 0'"'• 7 Windows and I North 0.0 0 0 0 0 0 0 0 0 I I glass doors I NE/NW 1 38.4 1701 1 65301 01 01 231 1 8831 O I 1 01 I I Cooling I E/W 1 0.01 01 01 0 1 01 01 1 01 0I1 1 01 SE/SSouth 40 16p 7830 0I I I 70I I 3330I I0OOI .... 0 Horz 0.0 0 0 0 0 0 0 01 0 8 Other doors jaj11E1 6.5 3.9 0 0 0 0 0 0 0 0 0 0 0 0 I I bl10A1 01 11.5 18 343 208 181 3431 208 0 01 01 01 0 01 C 1 0.0 0.0 0 01 0 0 01 01 01 01 01 0 01 0 9 Net 1 a 146 4.9 1.9 1296 6346 2482 0 0 0 316 1545 604 93 457 179 I 1 exposed I b 12C I 3.11 1.91 1831 5601 3391 01 0 01 0 0 0 0 01 01 I I walls and Ic 12HI 2.01 1.2 0 0 01 0 0 0 01 0 0 01 0Ipartitionsi30051041016002200I180Ie13CI5.1I 3.4 360 1836 12241 0I 0I 0 f 1 0.01 0.0 0 0 0 0 0 0 0 0 0 01 01 0 10 Ceilings 1 a 16D 1.8 2.2 2222 4004 4828 44 79 96 335 604 728 160 288 348 Ib 16D 1.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0ci0.0 0.0 0 0 0 0 0 0 0 0 0 OI OI OI I I I dl 1 0.01 0.01 01 01 01 0) 01 01 01 01 01 01 01 01 I I e l 0.0 0.0 0 0 01 0 01 0 01 01 0 01 01 01 f 1 0.0 0.0 0 0 01 0 01 01 01 01 0 01 01 0 11 Floors a 22A 27.5 0.0 286 7876 0 6 165 0 62 1707 0 10 275 0 1 Note: room I bl 26GI 2.41 0.91 0 0 0 01 0 0 0 01 0 01 01 01 I I perimeter 1 cl I .0.01 0.01 01 0 01 0 0 OI 01 0!! 0 OI 01 01 I 1 isdispl. 1dI I 0.01 0.0 0 0 OI 0 0 0 01 0! 0 OI 01 01 I I for slab I e 0.01 0.0 0 0 0 I 0 0 0 0 0II 01 01 0 01 floors) 1f 0.01 0.0 0 0 01 0 0 0 0 01 01 01 0 0 12 Infiltration 1 25.2 7.2 357 9006 2573 18 4541 130 95 2397 685 0 0 0 13 Subtotal loss=6+8..+11+12 43541 1093 9963 1021 Less external heating I ILessOItransferI0I0010 1141 Duct loss 1 50/4 2177 50/4 55 50/4 4981 5j 51 151 Total loss = 13+14 1 "`" 1 45718 1 11471 1 1 104611 1""1 1072 16 Int. gains: People @ 300 7 2100 0 0 2 450 0 0 Appl. @ 1200 2 1800 1 600 0 0 1 1200 1171 Subtot RSH gain=7+8..+12+16 I 30318 1074I I I 68681 17260II1Lessexternalcooling00II01 I I Less transfer 1 ««. 0 0 1 "., 1 01 1 .«.* 1 0 118 Duct in 103032I 10aI 6 7 173 I19ITotalRSHgain=(17+18)"PLF 1. 00/ 33350 1.00/I 1181 1.00 7554I 1: 00/ 1899 20 Air required (cfm) 01 2000 0 71 0 453 0 114, Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wire ghtS.Off't Right -Suite ResidentialTM 5.0.28 RSR23451 2002-Jun-20 16:45:28 AWK C:\LOAD\ MH1979B.rsr Page 1 RIGHT-J WORKSHEET Entire House AIR FLOW DESIGNS Job: #1979 YORKSHIRE W1 BONUS 6120102 250 JASMINE RD., CASSELBERRY FL., FL 32718 Phone: (407)831-3600 MANUAL J: ttn to. 1 Name of room NOOK FAM. M. BR. / W.I.C. M. BATH 121 Length of exposed wall 1 8.0 ft I 32.0 ft 20.0 It 1 23.0 ft 1 31 Room dimensions 0.0 x 0.0 ft 0.0 x 0.0 ft 0.0 x 0.0 ft 0.0 z 0.0 ft 41 Ceiings Condit. Option 9.3 It heaUcool 9.3 ft heat/cool 9.3 ft Iheat/cool 9.3 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. I Htg I Clg ft') Htg I Clg ft') Htg I Clg ft') Htg Clg ft') Htg Clg 5 Gross I a 14B 4.9 1.9 75 I •"• 299 I `•.. 187 216 I I Exposed lb 12C I 3.11 1.91 01 1 .•.. 1 01 1 «.• 0 1 1 0 walls and c 12HId13CI 2.0I 1.21 01 I I 0. I 0 I I 0 Partitions 1.4 1.1 0 0 0 0 e 13C 5.1 3.4 0 0 0 001 f0.0 0.0 0 0 0 6 Windows and a 1C 39.3 1 23 903 0 0 40 1571 20 785 glass doors b 8C 39.3 0 0 64 25103 0 0 0 0 I I Heating I c 19A 1 31.81 1 01 0 1 01 01 0 01 1 01 0 I I I dl 7F 1 41.11 1 01 0 1 OI 01 0 01 1 01 01 I I le 0.01 1 01 01 0 01 0 01 1 01 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and I North I 0.0 0 0 0 0 0 0 0glass doorsINE/NW 1 38.4I 23I 1 883 641 2458I 40I 1536I TO I 7681 I I Cooling I E/W 1 0.01 0 0 01 OIOI01 1 01 I SE/SW I46.3 I0 0 0 0 I0 0 I0 0 South 0.0 OI 0 OI OI OI OI 0I I OI Horz 0.0 0 0 0 01 0 01 0 0 8 Other doors a 11 E 6.5 3.9 0 0 0 0 0 0 0 0 0 0 0 0 I I lb 10AI 19.01 11.51 01 0 01 01 01 01 01 01 01 01 01 01 c1 0.01 0.01 01 0 01 01 01 01 01 01 01 01 01 0 9 Net a 14B 4.9 1.9 52 253 99 235 1148 449 147 718 281 195 953 373 I I exposed I b 112C I 3.11 1.91 01 01 01 01 01 01 01 01 01 01 01 01 I walls and I c 112H I 2.01 1.21 01 0I 0 01 01 01 01 01 01 01 01 01 partitions eI13CI 0 5. 1I 3.4I 0 0 0 0 0 0 0 OI 0 OI01 OIOIf 0.0 0.0 0 0 0 0 0 0 0 0 0 0 01 0 10 Ceilings a 16D 1.8 2.2 133 240 289 277 499 602 291 524 632 125 225 272 b 16D 1.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 OI OI OI 0 OI 0 I I Idl I 0.01 0.01 0 01 01 01 01 01 01 01 01 01 01 oI I I IeI I 0.01 0.01 01 01 oI of of 0 01 of of oI 01 01 IfI 1 0.01 0.01 01 01 01 0 01 0 01 01 01 0 01 0 11 I Floors I al 22AI 27.51 0.01 81 2201 01 32 881 0 20 5511 01 23 633 0 I I (Note: room IbI 20Gl 2.41 0.91 01 01 01 0I 0 0 01 01 01 0I 0 01 I perimeter 1 c l 1 0.01 0.01 0 0 01 01 01 0 0 01 01 01 01 01 I is displ. I d I 0.01 0.01 0 0 01 01 0 0 0I 01 01 0I 0 01 I I for slab IeI 0.01 0.01 0 0 01 01 0 0 01 01 01 01 0 01 Floors) f 1 0.01 0.0 0 0 01 0 0 0 01 0 01 0 0 0 12 Infiltration a 25.2 7.2 23 580 166 64 1615 461 40 1009 288 20 505 144 13 Subtotal loss=6+8..+11+12 2196 6 57 4373 3101 Less external heating 0 I I I 0 0 Less transfer 0 0 OI 0 1 141 Duct loss 1 5°/d 110 1 5°/a 3331 5°/ 2191 50/4 1551 I 151 Total loss = 13+14 1"" 2306 1 698911 4591 3256 16 Int. gains: People @ 300 0 0 2 450 2 600 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 171 Subtot RSH gain=7+8..+12+16 1 1437II 1 •'•• 44211 1 I 3338 15571 1 1 Less external cooling 1 I 0! I "'• 1 0 1 "•' 1 01 1 '•'• I 01 Less I OIII I 0 I 0 I I 18 gain DuctgainIo 10 / i144 o 10 / 442 o 10 / 334 o 10 / i156 619 Total RSH ain= 17+18 'PLF 1.00 1581 1.00 4863 1.00 I 3672 1.00 I 1712 20 1Air required (cfm) 1 01 95 1 01 292 0 220 1 01 1.03 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoft Right -Suite ResidentialT" 5.0.28 RSR23451 2002-Jun-20 16:45:28 AWP, C:\LOAD\MH1979B.rsr Page 2 RIGHT-J WORKSHEET ° Entire House AIR FLOW DESIGNS Job: #1979 YORKSHIRE W/ BONUS 6/20/02 250 JASMINE RD., CASSELBERRY FL.,I'L 32718 Phone: (407)831-3600 MANUAL J: ttn La. 1 Name of room BR4 BR3 BR2 BATH 2 1 21 Length of exposed waif l 10.0 ft l 13.0 ft l 28.0 ft l 0.0 ft 1 31 Room dimensions 1 0.0 x 0.0 ft 1 0.0 x 0.0 ft 1 0.0 x 0.0 ft 1 0.0 x 0.0 ft 41 Ceiings 1 Condit. Option 9.3 ft heat/cool 9.3 fti heat/cool 9.3 ft heat/cool 9.3 ft heat/cool TYPE OF I I CSd HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. I Htg I Clg ft-) Htg Cig ft2) Htg I Clg ft') Htg I Clg 1 (ft') 1 Htg I CIg 5 Gross I a 14B 1 4.9 1.9 93 121 I '•" 93 0 I •"' I I Exposed lb 12C I 3.11 1.91 0 Ii Ol Ol I .... I Ol wallsandIc12H OI I1. 0 01 I OI I I OII partitions1.4 1.1 0 0. 168 0 le 13C 5.1 3.4 0 0 0 1 .... 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 39.3 116 628 16 628 16 628 0 0 glass doors b 8C 39.3 0 0 0 0 0 0•"` 0. 0 I 1 Heating I c 1 31.81 01 0 01 01 f 0 Ol 1 0I Ol I I 19A Id7F1 41.11 1 Ol Ol I of of I of of 1 01 Ol I I I el I 0.0 1, .. 1 o1 0 Ol Ol I o of OI 01 1 7 Windows and I North 1 0.0 0 0 0 1 0 01 1 0 0 0 I I glass doors I NE/NW 1 38.41 Ol 0 Al 0 01 1 Ol OI Ol I I Cooling I E/W 1 0.01 Ol 0 01 0 01 1 O1 OI 1 Ol 140 I 1 p 740 1( 74o I 16 I I 740I SouhWOf p I O I Horz 1 0.0 0 0 0 1 01 0 1 0 0 1 0 8 Other doors a 11 E 6.5 3.9 0 0 0 0 0 0 0 0 0 0 0 0 lbl1OAI 19.01 11.51 01 Ol 01 Ol 01 Ol Ol Ol Ol 01 Ol Ol Icl 1 0.01 0.01 01 0 01 01 01 01 01 0 01 0 01 0 9 Net a 14B 4.9 1.9 77 378 148 105 515 202 77 378 148 0 0 0 1 exposed l b l 12C 1 3.11 1.91 0 0 0 01 01 0 0 O 1 0 O 1 01 1Ol I I walls and I I01 partitions Ie13C 1600 2200I 180I 5.1I 3.4I OI 0 OI OI OI OI OI OI OI f 0.0 0.0 0 0 0 0 0 0 0 0 0 01 0 0 10 Ceilings a 16D 1.8 2.2 173 312 376 158 285 343 184 332 400 82 148 178 16DI 01 c0.0 0.0I 0 OI 10 OI 0 OI OI O) OI OI OI OI I 1 Idl I 0.01 0.01 0 Ol Ol Ol 01 0 Ol of Ol of of Ol I I Iel 1 0.01 0.01 Ol 0 0 Ol Ol 0 o Ol Ol o Ol Ol ifi 1 0.0 0:0 01 0 0 0 0 0 0 01 01 0 01 11 Floors a 22A 27.5 0.0 10 275 0 13 358 0 28 771 0 0 0 100 1 1 (Note: room l bl 20G1 2.41 0.9 01 0 0 Ol 0 0 Ol Ol Ol Ol Ol Ol I I perimeter I c l 1 0.01 0.01 01 Ol 01 Ol Ol 0 Ol Ol Ol Ol Ol 01 I I is displ. Id 1 0.01 0.01 Ol Ol 0 Ol 0 0 Ol Ol Ol Ol 0 Ol I I for slab lei I. 0.01 0.01 Ol O 1 0 Ol 0' 0 Ol Ol Ol Ol 0' Ol Floors) f1 0.01 0.0 0 0 0 01 0 01 01 01 0 01 0 0 12 Infiltration a 25.2 7.2 18 404 115 16 404 115 16 404 115 0 0 0 13 Subtotal 1oss=6+8..+11+12 1998 2190 2740 148 Less external heating I 0 0 0 0 Less transfer 1141 Duct loss 1 50/4 100 5°/ 1101 5°/I 13771 50/4 771 15 Total loss = 13+14 2097 2300 28771""` 155 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 1171 Subtot RSH gain=7+8..+12+16 1 '•'• I '•" 1 13811 I ""' 1 14021 1 "" 1 1586 1 "'• 1 1781 1 1 Less external cooling I I I Ol I "" 1 0 1 1 01 1 Ol I I Less transfer I ..,. 1 .,.. I Ol I .... 1 OI 1 .... 1 0 1 o1 I19I Duct gain I 0/ 140 II d TotalRSHgain=(17+18)•PLF 1.00 15191 1.00138 1542100/Ij 1.0 1744 1.00a/ 196 I 1 20 I Air required (cfm) I "" I 0 91 I "" I OI 921 1 0' 1051 I 0! 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gF >ttsoi t Right -Suite Residential TM 5.0.28 RSR23451 2002-Jun-20 16:45:28 ACCA C:\LOAD\MH1979B.rsr Page 3 L. - RIGHT-J WORKSHEET Entire House AIR FLOW DESIGNS Job: #1979 YORKSHIRE W/ BONUS 6/20102 250 JASMINE RD., CASSELBERRY FL., FL 32718 Phone: (407)831-3600 MANUAL J: /th LO. 1 Name of roomFT BONUS 1 21 Length of exposed wall 1 74.0 ft 1 1 1 1 31 Room dimensions 1 0.0 x 0.0 ft I 1 41 Ceiings I Condit. Option 1 8.0 fti heat/cool TYPE OF I I CS HTM I Area I Load (Btuh) Area Area Area EXPOSURE I NO. I Htg I Clg I (ft') I Htg I Clg Htg I Clg Htg I Clg Htg I Clg 51 Gross a 148 4.9 1.9 0 I I I I Exposed b 1 12C I 3.11 1.91 232 1 1 1 1 walls and c 112H I 2.0I 1.2I 0I I I I I I I Ipartitionsd13C1.4 1.1 0 1 1 e 13C 5.1 3.4 360 6 Windows and a 1C 39.3 49 1924 glass doors b 8C 39.3 0 0 I I Heating I c 19A 1 31.81 1 01 01 1 1 I 1 I I I I Id 17F 1 41.11 1 01 01 1 I I I++++ I 1 I I IeI I 0.01 1 01 o1 1 I I I++++ 1 1 f 0.0 0 0 7 Windows and I North 1 0.0 0 01 1 **" I I glass doors I NE/NW 1 38.41 01 01 I I*"` 1 1 1 "" 1 1 I I Cooling I E/W 1, 0.01 01 1 01 I •+++ I I SE/SW 46.3 49 2270I ISouth0.0I OI OI Horz 1 0.0 01 0 8 Other doors a 11 E 6.5 3.9 0 0 0 I I 1 b110A1 19.01 11.5 01 01 01 1 I 1 I 1 1 1 1 I C. I 1 0.01 0.01 01 01 0 9 Net JaI14131 4.91 1.91 0 0 0 I I exposed I b 1 12C I 3.11 1.91 1831 5601 3391 1 1 1 1 1 1 1 1 walls and' Ic112H1 2.01 1.21 01 01 01 1 1 1 1 I 1 II partitions 113C I I I 1 I I Ie5.1 3.41 360 1836I 1224 fl 1 0.01 0.01 01 0 0 10 Ceilings a 16D 1.8 2.2 260 469 565 bj 16DIc 0.0 0.0 of OI OI I I Idl 1 0.01 0.01 01 01 01 I I I I 1 1 I I IeI 1 0.01 0.01 01 01 01 I 1 1 1 f 0.0 0.0 0 0 0 11 I Floors I al 22AI 27.51 0.01 741 20381 0 I I (Note: room I bI20G1 2.41 0.91 01 01 01 1 1 1 1 1 1 1 I I perimeter I c 1 1 0.01 0.01 01 01 01 I I 1 1 I 1 1 1 I I is displ. I d 1 1 0.01 0.0 01 01 0 1 1 1 1 I 1 1 1 1 1 for slab IeI 1 0.01 0.0 01 01 0 1 1 1 I I I I Floors) f 1 0.01 0.0 01 01 0 12 Infiltration a 25.2 7.2 49 1236 353 13 Subtotal loss=6+8..+11+12 8063 Less external heating I•+.. 0I ILesstransferO 1141 Duct loss 1 5°/d 4031 4 1 •••+ 1 0/4 1 °/d 1 +.++ 1 15 Total loss = 13+14 8466 16 Int. gains: People @ 300 2 600 Appl. @ 1200 0 0 1171 Subtot RSH gain=7+8..+12+16 1 '*'* I I 5352 I I Less external cooling 1"*' 0y I I I "`* I I Less transfer I ++++ 1 .,,+ 0 Duct gain 101/ I 53511819TotalRSHgain=(17+18)'PLF 1.00 5887 20 Air required (cfm) 0 353 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Awri0Ihtsoi=t Right -Suite Residential TM 5.0.28 RSR23451 2002-Jun-20 16:45:28 C:\LOAD\MH1979B.rsr Page 4 The elf handler unit shall have a minimum C clearance around the base with the Mal width of the eneJosed apace being at least 12- wider than the aPPllance In eawrdence with M6.1.1 oftheFlodde ®uliding Cods, Mechanical. AqC STAB BY BLDR j t7j- . 2' MR 71 6LDC, COD WX PLATFORM BY BLCR. a. o zi Nozrraa,m aca caswnuse;o CEXTRAL FLOWDA . P.O. Brx 180308 21VJ .J. mine Rc Cassafbeny, FL 3271 H-WOR 407) 931 ;iFAG r,MTCRIFR J/,pQQ4jJ JOB AEDRE',S .— ---- / P, IARNo. IGl q_Ya W,2C%, JO13 / APPRC'! ED BY I J1lA,AN e -' DATE . - 2 2 C?S anre hh rsEv sm rLxl2 t x _lam Lam_ The air handler unR shall have amththettoGearencearoundthe base10n . Wltli the total width Of'he end t°db-M9 et test' 12` wider than then thepFlo„datn9ulldinq°Cho do 308,1,1.. I , Mechanical, Of IT)d d qo AJC SLAB BY BLDR. MIN. 2' FROM BLDG. I X(Q vct2 119 Ico ( RN` nD•" W, 33 r, p), L 0 . H DWIr. ,1 I lPLATFORM B"_8LDR., r 0 VN O j nr r rA w NN'v 3 CE l Al rn DA RC." E-x 19. 159 i} OBADDRE S j i IPLANNU. II +-. -. _.. _.-- , JOB --...--! APPROVED SY-___-____..-...- 3RAv"N 3Y w VOLTAGE PFIASE ( I DATE 2 I anre I Li'4 ntvism MORRISON HO1vMES [A/C CALC ORDER B From: Daphne Tel: 257-6940 y PLEASE PREPARE CALCS FOR THE FOLLOWING MODEL If you need a copy of the plans please call me. These calcs are needed: SUBDIVISION:jr` O/ LOT #: MODELK I J Lfo ELEVATION: AREAS: FIRST FLOOR a NEEDED: CALCS: 2 ND FLOOR MANUAL J: BONUS RM DUCT LAYOUT: TOTAL Living Area: 2— SF FULL SET: rC1Y1f1-1-1'lil'L-J'G 7`f\G'VTv%4=:r v_,r,...r.vr rv'r---vr i-r a:r..•r.- ..• .-i..c..-...•...-.-. ...,—, .._. _.,... ..,y.;,. ..„—i i TERNIITICIDES 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 Chapter 487, F.S., and the registered label contains directions for use on new construction. I 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 Ingtedient Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATETETRAHYDRATE 5990r9 BIFLEX SFR TERMITICIDE I INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 2794112 BOARD DEFENSE IN-CIDE TECHNOLOGIES, INC. DISODIUM TETRAHYD.RATE OCTABORATE 44757-20 BORA CARE NISUS CORP. TETRAHYDRATE DISODIUM OCTABORATE 64405-1 CHLORPYRIPHOS PRO TERMITICIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CONCENTRATE CYRENTCSPECIALITY TERMITICIDEI CHEMINOVA CHLOROPYRIFOS 67766-10 INSECTICIDE CONCENTRATE DEMON TC' SYNGENTA CROP PROTECTION, CYPERMETHRIN, 10182-107 INC DRAGNET SFR FMC CORD. PERMETHRIN 279-3062 TERMITICIDE/ INSECTICIDE DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBANTC DOWAGROSCIENCES CHLORPYRII=OS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP. SULFLURAMID 279-3196 STATION LABYRINTH TERMITE BAIT ENSYSTEX, INC. DIFLUSENZURON 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 CHEMICAL AMERICA, INC PERMETHRIN 71532-2-73006 TERMITICIDE/ INSECTICIDE PERMETHRIN PRO TERMITICIDE TURF- MICRO FLO COMPANY LLC PERMETHRIN 51036-287 ORNAMENTAL PRELUDE TERMITICIDEIINSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER BAYER CORP IMIDACLOPRID 3125-455 SOLUBLE PACKETS file:// C:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/0' j BORA - CAP-tj- APPROVALS NES REPORT MIXING DIRECTIONIS APPLICATION DIR :CTIONS PRESCRIPTION TREATMENT BRAND TC 223 WHITMIRE MICRO-GEN DIFLUBENZURON 499-488 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDE/INSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT II DOWAGROSCIENCES,LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 59905-6 SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TAL STAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTARTERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / INSECTICIDE UNITED PHOSPHORUS, INC PERMETHRIN 70506-6 TERMIDOR 80 WG TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL SCIENCES USA LP FIPRONIL 432-900 TIM-BOR PROFESSIONAL • UNITED STATES BORAX & CHEMICAL COMPANY DISODIUM OCTABORATE TETRAHYDRATE 1624-39 TERMITICIDE TIC ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDE/INSECTICIDE CONCENTRATE AVENTIS ENVIRONMENTAL SCIENCES USA LP CYANO 432-767 VR &R MASTERLINE TERMITICIDE T/C VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 , Note: This product is no longer shipped and distributed In the State; however, material in trade channels may be purchased and used according, to_ label directions. Pesticide Product Brands: 34 Conlpanies: 22 Listupdated: 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... 7123/0 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 (Na,B4O,, * 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 directions. Before buying or using this product, read "WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. If terms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. BORA-CARE® should be applied only to bare wood, plywood, particle board and other cellulosic materials where an Intact water repellent barrier such as paint, stain, or.a sealer is not present. The use of this product in food processing establishments should. be confined to time periods when the plant is not in operation. 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 800) 264-087oMADEINTHEU.S.A. vuww nisuscorp.com ® I. MIXING INSTRUCTIONS III. GENERAL INFORMATION BORA-CARE® is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE® directly in a spray tank can block hoses and nozzles. B. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-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. II. 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, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobild Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerambycidae, 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 may be 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 additional j hht 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 jjW 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 [1 ] gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces in the void space. G. Foam Insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE® (2:1) solution into the infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polyisocyanurate 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). K, VI. 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 waterto 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, floor joists, piers, girders and subfloors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces in order to provide a two (2) foot wide barrier of BORA-CARED 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 perimeterof the structure with a 24-inch wide bandof 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 at40 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. VI 1. 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. VIII. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an intact water repellent or finish is not present. if necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA-CARE® solution to heavily infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. For wood In contact with the ground or soil, see Section XI. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARE®will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It Is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE® solution to the point of wetness to all interior and exterior wood surfaces. Refer to. application chart for minimum amount of BORA-CARE® to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10" or greater in diameter and rectangular logs larger than 6" x 12". Wait at least one (1) hour between applications. Two (2) coats of BORA-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 X. DIP TREATING LOGS AND LUMBER X111. WARRANTY LIMITATIONS AND DISCLAIMER C 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-CAREsto 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-CARES Diluted BORA-CAREsto 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-CARES Diluted BORA-CAREsto 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 Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401Phone:703/931-2187 Fax:7031931-6505 im website: www.nateval.org CODE COUNCIL . NATIONAL EVALUATION REPORT Report No. NER-617. Copyright © 2001, National Evaluation Service, Inc. Issued October 1, 2001 BORA-CARE® TERMITICIDE, INSECTICIDE AND The instructions within this report govern if there are any conflicts FUNGICIDE between the manufacturer's published installation instructions and this report. NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE . 37853 800-264-0870 nisusta')nisuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CAREGTermiticide, 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 inaccordancewith local, state, or federal pest control regulations. BORA-CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, 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 apppplicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically. does not make any warranty,either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to; merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 L.. . Page 2 of 2 Report No. NER-617 6.0 IDENTIFICATION 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the Each container of BORA-CARE® Termiticide, Insecticide and code official, shall be submitted at'the time of permit. Fungicide covered by this report shall be labeled with the application. manufacturer's nametand or trademark and this National Evaluation Service evaluation report number, NER-617 for field 7.2 BORA-CARE shall be applied by applicators trained by identification. the Nisus Corporation and shall be licensed pest control operators. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. . 6.2. Test report, lab test of BORA CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 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. 7.6 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern 7.6 Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su., 7.7 6.4 Test report; January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L Amburgey. 6.6 Test report, January 2001 Progress Report,110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.7 Test report on.efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L Amburgey and MS. S.V. Parikh. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement; the BOCA National Building Code/1999, the 1999 Standard Building Code©,. the 1997 Uniform Building CodeTm, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: BORA CARE was evaluated only forresistance to subterranean termites. BORA- CARE is water soluble and shall be protected as noted in Section 4.3 above. BORA- CARE has not been evaluated as a treatment for resistance to termites on LVL products. This report is subject to re-examination on a periodic basis. For information on the current status of this Evaluation Report, consult the NES Product Evaluation Listing or contact the NES. L.. rm ONE BY WOOD — BUCK BY OTHERS CAULKBETWEEN WINDOW FLANGE & WOOD BUCK COINCRE M OR MASONRY OPENING FINISH BY OTHERS EXTERIOR BY OTHERS HEI c SHIM AS REn SEE NOTES) INSTALLATION ANCHOR BUCK WIDTH 3/1'6' DU.TAPCON t/{, SHIMSHOWN FUND TYPE SPACE MAX WOOD BETWEEN WINDOW FRAMEWOODBUIX_k MASONRY OPENING BY OTHERS d 1 1/4' MIN.. • . d . ..EMBEDMENT ONE BY WOOD BUCK BY OTHERS 1 1/4- MIN. I-EMBEDMENT SHIM AS REO•D SEE NOTES) CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK 8 WINDOW WITHH MAS•Y OPENING 1/ 4' SHIM BY OTHERS SPACE MAX EXIFBI08 CAULK BETWEEN EXTERIOR WINDOW FLAN _ FINISH SECTION.. 2 WOOD BUCK BY OTHERS WINDOW JC WTK A 8 BUCK D E . HETGMT SLL STOOL K 2 BY OTHERS ar—` D WINDOW .. HOT. F G o CAULK BETWEEN WINDOW FLANGE X PRECAST S&L WITH VULKEM PRECASR SILL - ' 1.19 ADHESIVE CAULK OR - E L E-Y ATI0 N BY OTHERS ' APPROVED EQUAL SECTION 1 VIEWED FROM EXTERIOR PERIMETER CAULK BY OTHERS FLANGE TYPE - WNDOW FRAME HEADER EXgBI9B NODIN CRT FLANGETYPE WINDOW FRAME SILL PERIMETERCAULK-\ BY OTHERS 5 C - NTTi& Lry nFLLyOIRryM L {flO,C GENERAL Al- UrTfA) UM - Y 1 1 i i 1) WtffRE WATER RESISTANCE TEST REOUREMF]IT OF 157f OF DESIGNLOAD. APPLIES. POSITIVE OISICN LOADS WILL BE LIMITED TO 40.0 PSFDUE T1 WATER TEST PRESSURE OF 6A PSF ACHRF IN TEST. 2) 9NSTALLAToftFLANGEFRAMEWINDOWINCONCRETEORMASONRYOPENINGUSE3/16• qA TAPOON ANONORS OFSUFFICIENTLENGTHToPROVIDEMIN. 1-1/4- FJABomm INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL SCREYS OF SUFFIdEHT U]ICRi TO PROVDE 7I{- MIL. EMBEDMOi7 WTo wow BUCK AT All OTHER ACTORY APPLIED INSTALLATION HOBS. 5) FExACTWINDOW612E6NOTUSIEI) IN ANCHOR aAFR, USE ANCHOR OUANTRT LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REM OFNERAI NOTES• 1) SHIM AS REQ'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SILL MAX ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINOOW FRAME MATERIAL' ALUMINUM AI1DY 6065. 19D2S • Brr0a4 1i 753I ' 3) USE LATEX CAULK BEHIND WINDOW FIANCE AT HEAD k JAMBS..SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 176 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK, AT FRAME SILL YVST COMPLY WfTH SEALANT WNUFACTURER'S RECOMMENDATIONS 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) CLASS THICKNESS -MAY VARY PER THE REOUIREMENTS OF AS W E1300 CUSS CHART. SINGLE GLAZING IS SHOFTN. INSULATING GLASS IS ALSO OUNJFID7. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE IUD INSULATING CLASS SINGLE HUNG SERIFS. COMPARATIVE ANALYST ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS woTH/HEICNR EXTERIOR INTERIOR HEAD JAMBS . SIZE 12. 13 191/9 X 25 19 IA X 30 3/6 99 75 9978 BB FA14- 19 t/6 X 50 6/6 59 59 5 FA FA 1444191/6 X 64 &A 54 54 8 F.0 14+5 i9 1/5 X 55 ILA 52 52 45 5B F.G 16 16 191/9 X 83 19 1 x 72. 45 40 40F 1 tH3 1/2 X 28 try X 38 3A 51' 51 5 6 F.G F.0114426 Try X 50 6/6 44 42 4442 BB FIG1H44.4 26 1/2 X 54 6/6 X 55 41 41 5 FA 1 H4+5 26 1/2 8/4 26 1/ 2 X 63 40 40 5 FA IN5 6 26X 30 1/ 2 % 26 as 40 8 FO G 3OX330 1/2 x 36 3/4 44 40 FF3OX4 3OX4+ 430 ih X 50 6/A 30 1q X 54 5/4 40 40 5 F.0 30%4+ 5 30 1/3 x 55 MA 40 40 5 B F.0 30X5 30 1/2 X 6Y.3 4040402237 X 1f404 FA 23 37 X 35 3/6 40 F.0 . 24 37 X 50 AAl 37 X 54 Aq 40 40 244-5 37 X55 AA 37 X63 40 40 - F.G244E F.G, FLI25 6 37 X 72 48 x 46 F.04626 FA4650 46 X504/6 40 F.0484+ 4- 48x54 &A 40 F.GJN484+5 46X55NIA48X 63 40 40 F.C.HJ4663 32 t/ 6 X 3A 45 40 40FA35 F.9FillU344E34 S] 1/4_X 50 U6 b d" 5 B34+5 531/ 5 X 646/6 53 1/ 6 X 55 6/6 40 40 6, FAW35 53 1/1 X 63 40 5 i 136 53 1X72405. 1E01 . CrsSt id • F,mro51a1. 13 75006 • PA. BnX 6 IKsvvlut ASSEMBLY DRAWING SEFUES 1? 4S0/1540 TDL SINGLE HUNG WINDOW PMr1 SIT 040 R' A" 1 99 N A _ OZ ZG— dz wn B GENE—10012 ULVtE sTMREYA90NerE01102601PREPOD ft. PwxNXT TEOINOXOOT CORP. 2W INIENIATOWL PAY. SURE 750, 1ECM M• FWFWA =744 PIOIE 4W 605-03- 1A4 407 6 5-•0.766 CAULK BETWEEN MOOD t INSTALLATION ANCHOR BUCK 8 MASONRY OPENING BY OTHERS 3/16' DIA. 7APCON BUCK WIDTH SHIN SWY SPACE ONE BY WOOD BUCK BY OTHERS CONCRETE OR MASONRY OPENING SEESHOW AS ES)REOSEENOTES) Imo' 1-1r AIN. ' EMBEDMENT BY OTHERS SHE. AS REOES) FLANGE TYPE WINDOW FRAME 4 CAULK BETWEE SEE NOTES) JAMB WOOD BUCK & CAULK BETWEEN d NAVY OPENING WINDOW FLANGE BY OTHERS , @ WOOD BUCK GLA2ING 1 INSTALLATIu1-1/4• MIN. EMBEDMENT Q 3% 6- DIAOIAPCON t/i MAX. ONE BY WOODONEBYOTHERS HE STUCCO— BY OTHERS PERIMETER CAULK BY OTHERS GLAZING DOW G"T EXTERIOR PERIMETER CAULK BY OTHERS Q PRE -CAST SILL BY OTHERS SHIM. SPACE EXTERIOR ,. \ CAU PERim CAULK WI BY OTHERS - WINDOW WIDTH COROPBY DO W TYPERME SECTION 2 $Tucco HEADER BY OTHERS BUCK WINDOW HEIGHT WTH. A C 3 D E FLANGE 4AIAE WINDOW SILL 2 WINDOW I„I HGF. F G 4BLE SILL S700L ELEVATIONBYOTHERS CAULK BETWEEN WINDOW FLANGE - VIEWED FROM EXTERIOR, Nit PRECAST SILL WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION 1 LK BETWEEN NDOW FLANGE W000 SUCK CRETEGNYASONRY ENINGOTHERS CENTRAL FLORIDA B.O.A.F. IMANUFACTURERNAME: G.NGRat. IWMtNl7M — FNFRAI NOTES' MA91 R FELE 1) SHIM AS RED.D. AT EACH INSTALLATION ANCHOR WITH LOAD BEMING $HIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4•. - . 2) WINDOW FRAME MATERIAL'. ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHE° i0THESUBSTRATEWITHWLKEM116ADHESIVECAULKORAPPROVEDALEQU 4) APPLICATION OF VULKINI 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOUMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIANCE6) CUSS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS - WATERYmE1WATER RESISTANCE TEST REQUIREMENT OF 15, OF DESIGN LOAD APPLIES. POSITIVE DESIGNLOADSWILLBELIMITEDTO40.0 PSF DUE TO WATEP TEST, PRESSURE OF 6.0 PSF ACHIEVED W TEST. B) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16" DIATAPCONANCHORSOFSUFFICIENTLENG7H,TO PROVIDE MIN. 1-1/4-EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCOK LOCATIONS. 10) INSTALL (B SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4Mtn. EMBEDUENT INTO WOOD BUCK ATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC^.ES ARE NOT PRESEnT• FB SCREWS SHOULD BE PLACED AT MAX. 61 FROM CORNERS h MAX. 24- D.C. IT) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITr USTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1450 -SERIES PICTURE WINDOW IS SHOWN. TNIS,PRNT ALSO APPLIES TC, THE 1550 SEP.IES. A t00t A. CJasby RtI. • torldlan. T$ 75006 • PD: 9e: Hi9072 •pales: i3 7i pl. ec aCswtK1+ . INSTALLATION. E':TAIL - SERIES 1450/1550 FLANGE PW Pit— Ar Sc.l BB N/A o. tF j c.c .A.ecA caaD GENCIC'' eY aAEd SHEATHING BY OTHERS 8 INSTALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR—, FINISH BY OTHERS PERIMETER CAULK — BY OTHERS FIN TYPE WINDOW FRAME HEADER EXTERIOR PERIMETE BY OTHE S' SCRI INSTALAANCHOR TYP.) E XTERIOR FINISH CAULK BETWEEN FIN SHIM / 8 INSTALATION ANCHOR SCREW SHOWN (TYP.) SEE@SKATING AS 2 X WOOD SEE NOTEES)S) 81' OTHERS 1" MIN. FIN TYPE CAUL 'ETWEEN EMBEDMENT WINDOW FRAME SHEA s h FIN JAMB BY O__a$ 2 X WOOD BY OTHERS EMBMIN. EDMENT Hlu AS REO'D. SEE NOTES) SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISA eY OTHERS FXT RIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH. ANCHOR 0 0 0 0 0 0 o .2SILLSTOOL / BY OTHERS 24' D.C. MAX (TYP.) O 0 EQUALLY SPACE WINDOW ANCHORS (TYP.) HGT., 0 0 O / O HIM AS REO'D. 0 6' MAX. (TYP.) SEE NOTES) o r o o 0 0 2 X WOOD I IEtYOTHERSjJl 6' MAX. (TYP CAULK BETWEEN WINDOW FIN & ELEVATIONSHEATHING BY OTHERS EMCLUMLNIBY FROM EXTERIOR • - SHEATHING ' SECTION 1 BY OTHERS TYP.) MANU1FA.r,TUF_1ER NAME:. G)t/F_Ror A rfA.rA1tIM Y,ASTF,R FELE # 3 COMPARATIVE ANALYSIS k ANCHOR CHANT WINDOW - DESIGN PRESSURE N0.-OF /6 SCREWS NO. OF 0.090 DIA- NAILS 512E (INCHES) CAPACITY IN PSF REOT). IN FRAME REO'D. IN FRAJIE WDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL D-EA. JAMB HEAD SILL O EA JAMB 16 X 30 109 109 2. 2 2 2 - 3 2 2 3 16 X 40 16 X 50 8363. 8] 63 22 2 3 2 2 3 20 X 30 86 86 - 2 2 22 22 4 20 % 40 73 73 2 2 3 - 2 2 3 2 2 4 TO X SOX 394 394 2 2 2 4 26 X 10 S7 s 2 2. 2 3 2 2 3 28 X 40 52 5246 2 2 3 2 2 4 25 X SOso 4540 4 2 4 2A ASOX 30 52 52 2. 2 2 2 3 22 2 3 30 X 40 4943 4943 22. 2 3 2 2 4 30 x 50x 4 4 2 2' 2 4 38 x 30 41 41 2 3 3 3 3 . 3 3 3x 40 40 40 3 3 3 4 35 x 50 40 0 3 3 3 40 X 30 40 40 2 3 3 3 3. 3 40' x 40 40 ao a03 3 3 3 3 4 40 X 50 4 40 44 7 4 3 S 4 1). SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. - .. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS- 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE- S) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS- SINGLE GLA2ING S SHOWN, NSuLATNG GLASS IS ALSO OUALIFIED. 6) WERE NATE DADS WILL BEESISTANCE TEST REOLARE LIMITED0 0.0 PSF OUE TOT ER T PRESSOF in OFUREOF60PSFACHIEVEDDESIGNSPOSMVE 'T• 7)' INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO By WOOD STUDS, USING 0.090IN. DIA NAILS OR /0 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIK 1' EMBEDMENT INTO SUBSTRATE. 8) IFEXACTWINDOWSIZEIS N07 LISTED N ANCHOR CHART. USE ANCHOR DUANTITY LISTED *AT" NEXT LARGER SIZE. 9) GENERALALUMIMUMS1140SERIES SINGLE HUNG S SHOWN- THIS PRINT ALSO APPLIES TO TINE 1940 INSULATING GLASS' SINGLE HUNG SERIES.' IA y 1001 X UmbT Id, Cn-M- tt 75D)6 • Pd Bu 4 p 6{ 1R L9071. Oa0us. it a OEXC 1KAI ASSEMBLY DRAWING SERIES. 1140/ 1940 TDL SINGLE HUNG WINDOW BB N A C0.11• D•R D•f •w•MI B. t. — tt/05/01 9 GEN—DOT 1' MIN. —WINDOW WIDTH' 1/+' MAX EMBEDMENT SHIM SPACE SHEATHING 2 X BY WOOD Br OTHERS BY OTHERS SHIM AS REO'D. I 2 X WOOD By OTHERS CAULK BEHIND FIN FIN TYPE WINDOWOW INSTALLATION FRAME JAMB EXTERIOR ANCHOR SCREW FINISHBYOTHERS 1' MIN IIH \ .SHIM AS RCD'D GLAZING EMBEDMENT I FIN TYPE VINDDW FRAME HEADER - GLAZINGCSEENOTES) EXTERIOR I. i FIN TYPE WINDOW ' li FRAME SILL PERIMETER CAULK BY OTHERS EXTERIORFINISHBYOTHERS CAULK BEHIND FIN 1' 'MIN— EMBC DMENI SHEATHING IBTOTHERSSECTION SEE ROTES) MAX. ` SHIM SPACE _ \ WINDOWHEIGHT 2MAX. WINDOWHEIGHT FSILL STOOL BI OTHERS SHIN AS REO'0. Ta I/i'' MAX SHIN SPACE AB INSTALLATION ANCHOR SCREW 2 X WOOD By OTHERS EXTERIOR PERIMETER CAULK By OTHERS ze INS' ALLAT.- ExTERIOR ANCHOR SCREW FINISH CAULK BEHIND FIN BY OTHERS SECTION 2 SHEATHING BY OTHERS COMPARATIVE ANALYSIS ANLHUK I.HHKI W V DESIGN PRESSURE NO. OF KB SCREWS NO. OF 0.099 DIALNAILT REQUIRED 1N FRAMESIZECAPACITYINPSFREQUIREDINFRAME INCHES) WIDTH/HCiGM EXTERIOR INTERIOR HEAD 1 SILL B EA JAMB HEAD t SILL 2 EA JAMB 20 A 30 40 40 22 23 22 2 j20z40 20 . s0 4040 4040 2 - 3 2 3 0 a 6 4 4 30 . 30 40 4040 2 2 z 3 70 a 40 40 3 2 30 X s0 0 . 60 404D 0 Z 2 4 40 x40x 40 4040 404D 3 23 33 3 40 x 50 4o x o 40 33 3 3 s SO a 30 40 40 3 23 3 SO . 40 40 40 3 3 4 so . so s0 . 60 40e 4D40 3 4 s 1 40 40 4 nRALJ Q'YI®YOWA B.®.A.F. MANUFACTURER NAME: CFNFR,+L At. T /MW.VyIr MASTER F X # .. I1P SIRE WEWATERDESIGNRESISTANCE TANETEST BE OU LIMITEDTO •ODDUIC E SIGNTOvAT ERTES $ PRESSURE Or 6D PSI ACHIEVED IN TEST. 2) INSIALLATIO4 FINFRAMEV]NDOV IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS USING •8SCREWSOFSUFFICIENTLENGTHTOFRDVIDEMM1' CMBCDHENT INTO SUBSTRATE OR 0D99 IN DIA NAILS. 3> IF EXACTWINDOWSIZEISNOTLISTEDIN' ANCHOR CMART, USE QUANTITY LISTED WITH TEXT LARGER SIZE. 2 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIN EOUALLT ACE MAX ALLOVABLE SMIN STACK TO BE 1/4'. SP ANCHORS (TTPJs) VINDOV FRAME NATERIAL ALUMINUM ALLOT 6061 6) USE LATEXCAULKBEMIMDWINDOWFINATMEAD, SILL 1 JAMBS. I T) lKE LATE. CAULK FOR PERIMETER SEAL MOUND EXTERIOR I WINDOW FLANGE. B) GLASS THICKNESSMAYVARYPERREOUIRENENTSCiASTMC1300GLASSCHARTS. SINGLE GLAZING ISSHOWN. INSULATING GLASS ALSO OUALIFIED. 9) APPLIES T0.19N0 SERIES SERIES IWINLIREDOyWINDOW SS SMOVN THIS PRINT ALSO 6' MAX. CT YPJ 6' MAX. CTYPJ --. 4 --- F V VIEWED FROMOMEXTERIOR T F.o. 9 eIBDT2.OiRs, n 153BI tODI . EnsbS B6. • CarCe1141U. TS SOD6 m uo XcswniRa INSTALLATION DETAIL SERIES I100/ 1900 FIN PV 110 BB N/A a 03i05i02 B GEN002c ONE By WOOD 1/4' MAX. Gd S BUCK BY OTHERS SHIM SPACE CAULK BETWEEN TlQ.IIE).5. 5 AS REO. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHv. AUX. V101"- WOOD BUCK H ALLOWABLE SHIM STACK TO BE. 1/A'•. - SHIM PS RED' 1-1/•• MIN. MASONRY OPENING INSTALLATION ANCHOR ISEE NOTES) CMBEONENT ITT DIME RS 3/16' DW TAPCOM 3) WINDOW FRAME MATERIAL WINDOW ALLOT' 606}. 3) USE LATEx.CAULK BEHPO YMNDOw FLANGE AT MEAD. SILL @JAMBS. FLANGE irPC CAULK BETWEEN 1 USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF NtNDOw FLANGE. WINDOW FRATE WOOD BUCK L SHIM AS REDID 5) GLASS THICKNESS uAY VARY PER THE REOUIREMENYS OF ASTu E1300 GLASS CHARTS. JAMB MASHY OPENING CAULK BETWEEN VINWV ISCE NOTES) 61 DESIGN PRESSURE CAPACITY OF WINDOW L INSTALLATION IS LIMITED TG AOD PSF. BY OTHERS FLAMGC L WOOD BUCK 7) FQI INSTALLA7ION OF FLANGE FRAME WINDOWS IN CONCRETE OR NASDNET OPENING. USE ' 11 3/1' DIA. TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE 41X 1-I/A• EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS W MAX. FROM CORNERS L 24' O.C. MAX. MASONRY OPE NI BETWEEN. CONCRETE OR i-1/•- MIN. B) BUILD DOVN.AROUNO CURVEDsU PORTION T WINDOW FRAME IA Bf ENGINEERED A OTHERS. By OTHERS d BUILD DOWN Muir BE O< SUT'FICICNi STRENGTH TO AD[OwTELY TRANSFER' LOAD FROMEMBEDMENT WINDOWELEVATIONSTO THE STRUCTURE. INSTALLATION ANCHOR 9) ELEVATIONS SHOE COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LMI7 USEFIG OF THIS 4A2WG ITYP. C 3/16' DIA TAPCONY rSMI' MAL PRODUCT TO INANE ACI CONFIGURATIONS. 50/1 SHEET APPLIES TO ALL CONFIGURATIONSONS SEE NDiCD 1 SNIM SPACE THAT CAN HE MNAf ACtURCD FROM 71E IASO/iSSO SERIES DESIGNER F]TE WINDOW 1 FRAMING SYSTEM. ONE By W000 CENTRAL F p p _ PERIMETER CAULK BUCK By OTHERS CEN RAL S•LV1 RDA B.O. . BY OTHERS EXTERIOR FINISH CAULK BETWEEN BY OTHERS M A T•*'T>^AM]RE, p 1V i EXTERIOR FINISH WINDOW FLK1iIE j\'1 A Iv jI 'l.A 1 lJiirASL lY By OTHERS WOOD BUCK PERIMETER CAULK BY OTHERS i NER/4-L }L.fItJ/NVH - - WIN w VIDIM CONCRETE OR FLANGC TYPE `-1(X G+fet7CT TTIE 4. H SOOTHbiiER ENING' W,NWv FRAME 11LJYl Y' YHiiEJ • p j - SECTION c HEADER GLAZ% DTP. . sa NOTED VIN OV EXTERIOR BUCK HEIGHT HEIGHT 1r HEIGHT HEIGHHT 1 SKIN AS REDID / ' Z 2 SEE NOT CS) FLANGE TYPE WINDOW FRAME SILL ONE by VWD BUCK BY PERIMETER CAULK OTHERS - ( .rJ BY OTHERS I W]NODV WIDTH WINDDw WIDTH IF1• MAX. SHIM SPACE ELEVATION ELEVATION BY OTTHERS "IS" a c - VIEWED FROM EXTERIORVIEWEDFROMEXTERIOR CAULK BETWEEN WINDOW 1-1/A' MIN. FLANGE L WOOD BUCK [MBE DMENT • ` CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING ,. 3/16' DIA. 7APCDM - BY OTHERS I -TOD1 N. Cf"by Re.• Carrdlen, 1S 75006 • P.O. S.. III9022.Oda;. TX 79BI oNAaw'NSMA"LCAULKBETWEENWOODBucXL - I INSTALLATiDN DRAWING ONE BY BUCK MASONRY OPENING BY OTHERS SERIES I450/1550 DESIGNER PICTURE WINDOW SECTION I rrcN/A A„c ..qua n7 71-.rJL D"T= `•^?[VISION 4 BT EcM - 3/20"02 B l GEN-0025 SHEATHING 8r CTIIER51' MIN EMBEDMENT CAULK e-L.ND I. -1 EXTERIOR FINISH BY OTHERS \ 1 PERIMETER QCAULKByOTHERS . FM TYPEFRAMEHEADER GLAZING (TYP.) EXTERIOR SEE NOTES FIN TYPEFRAMESll PERIMETER CAULK J BY OTHERS FB INSTALLATION J ANCHOR SCREw (TYP.) EXTERIOR FINISH - BY OTHERS CAI"-K BEHIND FIN - SHEATHING By OTHERS BUILD DOW BY OTHERS 6 INSTALLATION ANCHOR SCREW (TYP.) SHIM AS REOD. SEE NOTES 4/1' MAX. SHIM SPACE WINDOWHEIGHT 1) DESIGN PRESSURE CAPA07Y OF UNDOW @ INSTALLATION IS 40.0 PSF. - SNM AS REDD. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING NTH TWO - By .WOOD STUDS. USING O.C99 IN. CIA NAILS. PLACE .099 HAILS 6' FROM + CORNERS MAX. i B' O.C. MAX. BETWEEN. - FIN TYPE IN3) FOR INSTALLATION OF FIN FRAME WINDOWWOOD FRAME OPENING WITH FRAME JAMB . TWO By WOOD STUDS. USING FB SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6' MAX. FROM CORNERS .A i-- CC MAX. BE7wEEN. A) SHIM AS REO'0. AOJACENT TO EACHINSTALLATIONANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SN1M STACK TO BE 1/4 . 5) WINDOW FRAME MATERIAL: ALUMINM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEA AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. ZLA21NG (TYP.) 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE SEE NOTES ENGINEERED BY OTHERS. BUILD DOwN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE 103 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 1100/1T900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLOREDA E.O.A.F. MANUFACTURER NAME: GF Aw A AEJ MASTERTEL I WINDOW WIDTH =i WINDOW HEIGHT1 O O O p, O O O D D O 1/ A' MAX. . 91M SPACE l 1SKIM AS REO'D. 7- SEE NOTES - ELEVATION VIEWED FROM EXTERIOR 1 X FRAMING EMBEDMENT BY OTHERS SECTION 1 1/ 4 MAX. G SHIM SPACE TWO BY FRAMING BY oTNEas i-. MIN EMBEDMENT SHEATING BY OTHERS CAULK BEHIND FIN EXTERIOR FINISH BY OTHERS FXTEBTDS 16 INSTALLATION ANCHOR SCREW (TYP.) WINDOW Wo7NPERIMETER CAULK BY OTHERS SECTION 2 1- WINDOW WIDTH ---- f 1, U, WINDOW OO i HEIGHTO O O O O D O O O ELEVATION VIEWED FROM EXTERIOR 3/ TT/0 13GENOC:ro CAULK BETWEEN WOOD BUCK @ MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW FIANCE W000 BUCK CONCRETT E OR MASONRY OPENING @r OTHER EXTCRIOR FNISK7 P'E: Br OTHECAULK R By DIM FLANGE 7TPE HEAD R FRAME JOIN HEIGHT EXTERIOR FLANPEMNNoDwFRAME SILL PERIMETER CAULKIByOTHER ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR BUCK WIDTH t t//i MIN. 3/16- DIA. TAPCON EuBEDNENI FLANGE TYPE SNIu SHIM AS REOO. SHY AS REDD WINDOW MAME SPACE uA(. (SEE NOTES) Q ( SEE NOTES) JAMB Q .. CONCRETE OR MASONRY OPENING 4 BY OTHER 1 1/4' MN. Q. ENBEDMENT INSTALLATION ANCHOR L 3/16' DIA. tAPCON 1 PERIMETER CAULK 4 CAULK BETWEENBYOTHERS I WOOD BUCK k t/4- sHemi WINDOW WIDTH J-T MASONRY OPENING SPACE MAX. BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANGE BY OTHER WODQ'BUCK HEGHT SECTION 2 ANCHOR (TYP,) H -- WII HE 1` D DOWCHT B , F ICHT / o o a / RE LAST SILL BY OTHERS CAULK BETWEEN WINDOW FLANGE A G h PRE CAST SILL WITH V LKEM CFCTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT . NOTES-. 1) SHIM AS RED-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX WIDTH ALLOWABLE SHIM STACK TO BE 1//4' ELEVATION2) WINDOW •RAME MATERIAL:ALUMINUM ALLOY 6053 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BEA77ACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVED EOUAI VIEWED FROM EXTERIOR. 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 E13M GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. 7), GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1590 SERIES MODIFIED SUOER INSULATING GLASS. 8) DRANNG APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE 3/16- DIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MIN.1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATION SHOWN ON CHART. - 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS 10) INSTALL /6 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' WIN. EMBEDMENT INTO WOOD SUCK AT ALL F ACTORY_APPLIED NSTALLATION HOLES WHERE TAPCONS ARE REO'D. it) IF EXACT WINDOW SIZE 15 NOT LISTED N ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE- - A Z ii FLt PJDA B. ®. A. F. MANUFACTURER NAME: F 6g-rr L ALt b-ri I-4V lr MASTER F # IWI R.CmS/IA• C,.%A IX rM. PIL IW 619727. Ole. It 75M INSTALLATION DWG. MASONRY W/ ONE BY BUCK SERIES 1450 MODIFIED MM20NIAL SLIDER WINDOW DRN CHKO SCAU BB N/A DATE 0-0 HAML 1WwsaK e* 3/20/02 GEN0027. w.Alo.r ..t WAR Nw. .4.1.•oa RNno. af•4 a lKn) NN-o1P •• l•eH XA-e]N e: ARmICi R04O0 C01.', `.]o +IR . CAULK BETWEEN FIN 2 X FRAMING SHEATHING 8 SHEAANG By OTHERS BY OTHER CAULK BETWEEN I 1- MIN SHEATHING &FIN 3 SCREW :NSTALATION EMBEDMENT HIM Ag REO"DBY NOTES) OTHERS ANCHOR (TrP:) 2 %FRAMING SEE EXT;RICR FIlJISH BY OTHERS BY OTHERS FIN TYPE WIDOW FRAMEEMBEDMENT 1-MIN. PERIMETER CAULK 1/4- MAX SHIM SPACE JAMB_ BY IA OTHER a-/B SCREW INSTALATION F,N TrEEWLNOC:Y ANCHOR (TYP.) SHIM AS REO D F?AME HEADER SEE NOTES) WINDOWEXTERIOR FINISH BY OTHERS WINDOW X RI CAULK HEIGHT BY OTHERS EXTERIO FIN TYPE SECTION 2 WINDOWFRAME 9.L 6•MAX.(TYP). EOUALLY SPACE 6- MAX.(TYP) 1 ANCHORS r 0 HEAD. SILL. S) II---- PERIMETER CAULK- MAC BT OTrIER SHIM SPACE SHIM AS REOV B SCREW (SEE NOTES) YINDOW IN0-OR ION HEIGHT \ \ aNC OR (TYP.) 2 X FRAMING BETBBY OTHERS \ \ XTE'<: OR Y 0- ' r0-iERS CACAULKWEEN WINDOW FIN & 2 COMPARATIVE ANALYSIS k ANCHOR QUANTITY CHART WINDOW SIZE DESIGN PRESSURE le SCR:wS REOD. 999 NAILS REO . INCHES CAPACITY IN PSF - IN FRAME IN -FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT Bc SILL JAMB do 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 1 3 3 1 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 ' x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 1 40 1 40 3 3 4 5 60 x 12 4O 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2. 6 3 60 x 42 40 40 3 3 6 3 60 x 48. 40 40 3 3 6 4 60 x 55 40 40 1 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 3. 72 x 36 40 40 4 2- 7 72 x 42 40 4.0 4 3 7 3 72 x 48 40 40 4 3 7 4 5 72 x 55 4A 3F 7 nTr4 s0T , 4.E V JLY1 al, 7EtG40,{n 1CLIJYS.ILDA p B-0-A-F. SHEATHING SHEATHING BY C MER 1- MIN. . L TT EMBEDMENT - 1 MAMEAcrUR]ER NAM: SECTION 1 ANCHOR (TYP.) C>,n//v4L +l/i"1-.yGE! Ga.s.m ERA_ NOTES: - 2E- O.C. MASTER I!1 y1 y Q• 1) S•v AS R'AO'D. ADJACENT TO EACH MSTALLAIOK ANCHOR MTI LOAD MAx•(TYP)- _ Ji1J LSTER FiLI E # (1) - BEARNG SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4•. 2) W:JOW FRAME MATERIAL ALLOY 6063 WINDOW WIDHT 3) USE LATEX CAULK BEHIND WIDOW FIN AT HEAD ,EXT RI JAMBS A) USE LATE x CAULK FOR PERIMETER SEAL ARGJND EXTERIOR MNDOW ' F.. ME. ELEVATION '~ 5) C.+SS THICKNESS MAY WARY PER THE REOU12EUEVTS OF ASTM E1300 _ "' SpGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO OUAUFIED. l- >T'• ti !' Iml Y. t.* it-Cw,~ p T7Wf, •tA. w' 0110>2 •D t°s' p RAI 6) DR+MNG APPLIES TO NSTALLATION OF FIN FRAME NNTJW N WOOD FRAME OPENING VIEWED FROM EXTERIOR'.,•' •••- r; W Tw) BY x'JOOSTUDS -USING D99 N DIA Na,.S C3 /8 SCREWS SUFFICIENT L.•. `, f'i INSTALLATION DRAWING WOOD FRAME STRUCTURE LETHTOPA.ONOE wN. I EMBEDMENT INTO SUE'. jiRA _ 7) 6 :sACT WNOOW 4L• R NOT LISTED N MART. •;5E A\CMOR OUANTtTY LISTED WIN SER:ES 1130 /1980. MODIFIED HORIZONTAL SURER NEI LARCZR SZE. 6) CE` _RAL ALIJ .RUMPS 1150 SERIES HORIZONTAL' SL DER :S SHOWN. THIS PRINT ALSO •: ORN AG=_ ES TO Trr 1980 NSULATING GLASS/A HORQOtI:AI 4TDER SERIES. BeBB /// _ pleN wuMsfR y 03'. A•OT.. ..Lor IIII(R l 03/11/02 I GEN-0025 NIT•• W t: N Su^. ROw0.0C. C0 rn 'U.A.t w:• Y'f 3f4 H.:..On J.PO. R1H •-PL Ib^ MH-C!1! Iu t C-e1M DWG NO: GEN70452 GA d MULLION t II I DIE N0. 1445 t II i INSTALLATION I I I MULLION i. II I ANCHOR ANCHOR II I TYP.) BRACKET I MULLION { ANCHOR . INSTALLATION BRACKET — CY' NTRAL FL®FJD B° ° kANCHOR ACTURER ( TYP.) NAME: WINDOW — FILE }} J, v ° SEE NOTES FRAME JAMB STEM 7' - 1 0 o v a v TYP.) # 8 SELF TAPPING a a , a o #2 & # 3 SMS ( TYP.) SUBSTRATE MULLION SECTION B V DIE NO. 1445 NOTES: E C T I O N A — A 1) MULLION INSTALLATION IONDETAILS GLEAHUNG APPLY ONDORALUMINUM P PICTURETUBE MULLION. WINDOWS SIDEIEBYO S1.445, WHEN USED SIDE. WITH 2) IN MASONRY CONSTRUCTION. ATTACH ENT MULLIONTOOSUBSTRATE ACHIEVE 1 /4" 3 MIN. DIA. CONCRETE SCREWL7H. EMBEDMENT INTO CONCRETE OR MASONRY. 3) 1N WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. A A 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. g GENERAL ALUMINUM CORP. CARROLLTON, TEXAS B - T FIN VERTICAL MULLION INSTALLATION DETAIL EX TE R I 0 R ELEVATION ALUMINUM TUBE MULLION, DIE N0, 1445 DRN: JS APRVD• — — — DATE: 3/1 7 /02 AREA ---- ---- 4{ 1. SCALE: MAIL: DwG NO.GEN-0452 vrr/FI: HALF FAx 407-605-036a PREPARED BY: .PRODUCT TECHNOLOGY CORP., 250 WTERNATIONAL PKWY. NEATHROW. FLORIDA 32746 PHONE 407-805-0365 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.0 1189124702920 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 & APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805 0365 I FAX 407 805-0366. CA020039 12-Ian-2002 01-1201 Q%t,Z,S*=tom`,. 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 1609 26.500 1497- 30.500 1497 37.000 1497 48.000 1491 53.125 1497 26.000 38.375 622 515 486 466 465 465 331 262 241 219 203 203 50.625 279 220 200 180 164 162 54.625 268 211 192 172 156 153 55.625 204 158 143 127 112 108 63.000 153 117 106 92 79 76 72.000 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH, AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS `CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL. PARKWAY CA020122 SUITE 250 FEB.19; 2002 HEATHROW, FLORIDA 32746 02-0217 PHONE 407 805-CM I FAX 407 805WW 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 5:3.125]. 73.000 1609 1497 1497 1497 1497 1497 16.000 24.000 622 515 486 466 465 465 331 262 241 219 203 203 30.000 220 200 180 164 162 36.000 279 211 192 172 156 153 48.000 268 158 143 127 112 108 60.000 204 117 10617::: 92 79 76 72.000 153 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCA17.ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020123 SUITE 250 FEB. 19, 2002 HEATHROW, FLORIDA 32746 02-0217 PHONE 407 805-03651 FAX 407 8054366 I I . MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION 4CHOR YP.) I I i II II II B SELF TAPPING I II SMS (TYP.) I II MULLION ANCHOR BRACKET III V LLI ON DIE NO. 1446 SECTION A —A MULLION DiE NO. 1446 INSTALLATION ANCHOR TYP.) v ° SEE NOTES a ° I #2 & #3 4 4 7 8SUBSTRATE BSECTIONB NT FLORIDAgR$D B.O.A.F. EXTERIOR ELEVATION _4 -NERA- AwMrtivnd MASTER FILE # 5' fly: NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM f C OR P . 1446. WHEN USED TO MULL SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAILDIA. CONCRETE SCREW EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 i1 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: DRN: JS APRW ---_ DATE 3 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3%8' MIN. EMBEDMENT INTO WOOD DWG No- FP,AMING. WT/FT: ---- SCALE: HALF MAIL: - - - - GE I PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 3274i ?NONE 407-805-0365 FAX 4C7-B05—O3d4 e INSTALLATION ANC.K.'R DOOR WIDTH / SHIN AS REVO sH SCREW SHEATHING (SEE'NOTH) By OTHERS CAULK BETWEEN - DOCP. FLANGE TWO 3Y WOOD SLIDING GLASS L SHEATHING ET OTHERS - DOCR FRAME JAMB I. I I/4' MAX. IHIM SPACE ' Ti 1-1/B' MIN. EMBEDMENT zTEMPERED GLASS STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER MEaD CAULK BY OTHERS - PERIMETER CAULK BY TEMPERED 0714ERS GLASS (TYP.) 1r A 7i DOOR rniLr ?, a • HEIGHT SECTION B-B Lo iDA '-- A SLIDING GRAMME D '(MOP, _FRAME SILL I ni 0 1 y D EM3EDMENT O A 1-1/4, MK11 11 / p A a D D I LIBERALLT APPLT CAUL-ING UNDER SILL DR SET SILL, IN BED !NSTALLATIC?N ANNCR OF C3+C.m—'-- - 3/l6' DIA. TAaCDN SECTION'A-A Ft r1NO2 EXTERIOR ELEVATION 2 PANEL DOOR SMOWN Max. SHIM SPACE TWO By WOOD 1-1/8 HIM. l_ BY OTHERS' SLIDING GLASS DOOR SHIM AS REO'0. MOD( STRIP SEE NOTES) It INSTALLATION ANCHOR LB SCREW. Tv0 ByWOOD BY OTHERS CAULK BETWEEN Hoax STRIP L SHEATHING INSTALLATION ANCHOR L_ 1-1/9' MIN. to SCREW EMBEDMENT CAULK. BETWEEN / DOOR FLANGE '- L SHEATHING SHEATHING — By OTHERS SHEATHING , BY OTHERS TEMPERED GLASS STUCCO. (TYP.) / STUCCO OR SIDING HT OTHERSORSIDING' BT OTHERS SLIDING GLASS DOOR INTERLOCK . HQQK STRIP DETAIL FUD001 MATCRIAL, ALUNIMUI ALLOT CNIrZ) 4D PISTALL^113" SCREWS .47 SEStfFKIENT LENGTH TO ACMIEK NIM. KOKxT I-Irr INTO vmp u 14T7APCOMITPEINSTALLATIONYCIOISATSILL K OF pifICICMT LENGTN ro wdtEvE MM. CNKb[.NT Q 1-Va' INTO MART DA CO):.KTE. D INS7ALLAT[lIN ANCHOR CHART ON lAOt Q THISSKCT. a) UK SILICONIZED ACRTLIC CAULK KMIMD D"r=' AT cAD L JNNlL SS uiC SILICt7l1EL0 ACRnIC CAUL' ft7t ,ER,NC,Cl KAL AROUND E'TERIOR Of DOOR 1 LI a ['ACT otsae SIZE IS MOT LISTED IN AMC" CNAAT. USE 'CM OUANTITT LISTED vRM IC'T LARGER SILO.'- TK wpPR 4Iw? KSIfN PRESStRC K(Y67) FOR POC'ET DOOR TILES USE CLOSLST 7TPASS DOOR SINE l Cb iGUAATIM ro fW[S1f.D TENO6 B B PLACL INSTALLATION AKHdIS. IM FRpNI -E )QO' STRIP AS LMOvuDfA.Aii TntC'KST wr vARr PER REpIJIREKMtS 6 AS7N [I7p0 QATS CMARTLaUNITISAPPAOvCOUSINGTE;;WRED GLASS IN SINGLE GLAZED OR UKLLATDG GLASS. ID) Ynt / TLLL CORNERS ARE TO K :[+LLD WITH •-TMALI AIMS xAn SEALER. Ill SHIM AS R[PO AT CA SLT IMSTAUA1IhN AKNORL )M'. ALLWAlLE ININ TTwOI ro K I/A'. l!) ALL INSTALLATION AKWRS MUST K MADC CORROSION RCSITTANI wTCR1ALT. 1S) WALK[ ''' REPACSENTT MOVING PAKL AND 7 RCPRESENTS FI'ED PANEL APPROVED COriI(:NRATICNT ARC AS LISTED ON wKNOI CHART a lA[R IY THIS SNCT_T. INSTALLATION qoALLT.Vl ;UT.. LISTED A9 ARE SNLvM' 'MIS or;:" IGUS SECTIONS . A -A•. •!-!' L MOOR STRIP SETAIL APPLT TO INSTALLATION OF ALL aPPROVC5 CQNF' II TId/i 1Ki AND SDK SERWL SERIES GLSLID- ASSDOOR 'ISSHUV TNIS ""N'T ALSO SER S) FaPP'- C' S TOtD mmEXTrESCRIPTION DATEIINIFLOPIDAIN.T.RINC.RS SANFij TITLE: SLIDINGGLASSDOORIIvSTALLATIuNWITH € 8 SCRE I I DP.AWN BY: S3 APPROVED BY: ISCALE: Ni: ID'IVG ='rLfp 2 I 8 SCREW INSTALLATION ANCHOR .CHART.. NOMINAL DOC.R QUANTITIES IN HEAD 5 SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP I SIZE AND DOOR SIZE up TO PSF TO 61 PSF TO UP TO 46 PSF TO 60 PSF 61 PSF TO 70 PSF UP TO 45 PS£ a6 PSF TO 60 PSF 6l PSF TO 470SF CONFIGURATION 146 45PSFEOPS£ 70 PSF 45 PSF 8 a a a068 Xx, OX, xO 48 X 80 6 6 6 6 8 8 g 8 8 q 4 4 4 506E XX, OX' xO 60 X 60 6 6= 8 8 8 e 8 4 6068 Xx, OX, X0 72 X 80 8 8 8 8 4 4 g 806E xx, OX, x0 96 8 q a 5 5• ' 10068 XX OX x0 OX, XO I20 X 80 60 X 96 1p 6 6 6 10 10 10 10 10 5 5 5 5 5080 XX, 6080 Xx, OX' xO 72. X 96 8 8 8 10 10 10 10 10 5 5 5 8060 xX, OX, X0 96 X 96 10 IO 10 10 10' 0 Bo xX x xn 120 X 96 6 6 12 12 12 6 6 7 50100 xX, OX, XO 60 x 120 6 8 8 12 12 12 6 7 8 60100 xX; Ox, XO I 72 X 120 8 12 12 t2 6 a xX ' XQ 9068 OXO 96 X 120 109 1/8 x 80 12• 12 12 8 8 8 8 g 8 a q a a 4 12068 OX0 145 1/8 X 80 14.. I 14 14 16 8 8 8 q 4 4. 1506E Ox0' 181 1/8 X 80 16-: l6 l2 12 10 10 10 5 5 9080 OXO OxO 109 1/ts X 96 145 1/8 x .96 12 14 to 14 Y0 10 10 10 10 5 12080 15080 Ox 181 1/8 x 96 t0 12 12 8 90100 OXO 109 1/8 X 120 12 12 14 12 12 12 . 5 7 120100 Ox0 145 1/8 X 120 4 12 12 q 4 j ;•4 =; . _ 9068xxx1065/8 x 80 12 1a 8 8 g 12068 XXX 142 5/8 X 80 14 to 8 8 8 q a 5 15068 XXX 9080 xxx 178 5/8 X 80 106 5/8 X 96 12 12 12 10 10 10 10 10 5 5 5 5 5 r .... ». •• 12080 XXX 142 5/8 X 96 14 14 14 10 10 l0 10 5 5 5 8 15080 xxx 178 5/8 x 96 16 16' 16 1 1 1 6 I7 9 90100 XXX 106 5/8 X 120 12 12 1e 12 12 12 6 7 4 xxx 142 5/8 X e 12 8 8 8 g 4 a. 10066 OXXO •' so 1195/8 X 80 2 2 la I 8 8 8 4 4 4 12068 OxxO la3 5/8 X 80 to 14 E e 8 q 4 1606E OxxO• 19t 5/8 X 80 18 18 18' 12 5 5 12080 xx0 x I43 5/8 x 96 12 14 12 14 18 10 10 10 10 10 10 5 I55 16080 OxxO 191.5/8 x 96 l8 18 1c 12 i b 4 8 8 t00100 OXx J 119 /8 x 1 12 12 12 14 12 6 jJ 7 7 8 120100 OXXO 1 143 5/8 X 120 14 14 I19. i 12 12 6 160100 OXXO 191 5/8 x.120 l8 I8 12 g 4 4 I X%XX 1206E XXXX a X b I. 141 1/4 X 80 12 I 14 12 I 14 14 I i B* 6 8 8 q 4 4 q a 1606E xxxx IE9 1/4 x EO 16 16 16 1 5 10080 xxxx 11 1/4 x b 12 12 12 I 10 Io I5 I5 5 EX i RUDERS 12n80 xXxX 141 1/4 X 96 I 14 14 to 10 to 1 5 5 8 FLORIDA TNT. IN. $ANFOF.D. '%t-• 16080 Xxxx l89 I/4 X 96 16 16 6 12 iz 12 i2 5 7 7 8 io0l0o Xxxx 120100 XXXx lli I/a x 120 141 1/4 X 120 I 12 14 tz 14 I 1+ 12 I _ 12 12 I 1 7 P nTi SLIDING GLASS DCOR INS7ALLATiON '-' ITH ^2 StRE'S 60100 XXXX 189 1/4 X 120 16 16 17 ars BB °"L is/2i/0l N:) CHir N!•!Ct= TE nSR:1cT c-NINE y JGG 3Ur•< JSE SAME/ x.s' N. 1.5. ni •o FL_Y:Cc7 civil_ asa r:p rLt• n n F! N CONCRETE OR SHiM AS PE'C'D INSTALLATION ANCHOR MASONRY OPENING (SEE NOTES) 3/16• DIA. IAPCON n NAK THIN SPACE By C-PERS RETvEEN INSTALLATION ANCHOR 1 1/4• MIN. MASONRYMASONRY OPENING EMBEDMENTCAULKRBSCREV (iYP. vr1ERE FIIA' 1 B7 OTHERS DOOR FLANGE t vOOD BUCK CAULK 3ETvU TA?CONS ARE NOT RED'D.) ON[ BY VOOD EUCK b7 OTHERS ONE BY VOOD - CAULK BCTWECN INSTALLATION ANCHOR y011D BUCK S PERIMETEk - vDOD BIAK B MAS•Y. OPENING BUCK BY OTHERS 3/16' 10. 7APCON MAS'Y. OPENING CAULK 8i. BY OTHERS 1 1/4• MIN BY OTHERS OTHERBS. EMBEDMENT SLIDING GLASS V CAULK BETVEEN STUCCO G Hr piN;rR - DOOR FRAME STRIP tCAULKH[7 VEEN AIDING GLASS DOOR NOOKv00D RUCK c JAMSpI ]/4' MAIL V VOOD BUCK t HOOK STRIP Q p C. r SHIM SPACE HAS'T. OPENING BY 07HERS SHIN, AS REO'A 1 ' SEE NOTES) - 1-1/4' MIN.SiEMBEDMENT, Q V Jam--- G INSTALLATION ANCHOR 3/16' DI)L TAPCCDV TEMPERED GLASS p CAULK BETVEEN e DOOR. FLANGE INSTALLATION ANCHOR TYP.) L VOOD BUCK R9 SCP.EV (TYP. UHERE TAPCONS ARE NOT RED'D.) SLIDING GLASS PERIMETER a6 ONE BY VOOD BUCK BY OTHERS DOOR FRAME CAULK BY 1•CAD CONCRETE OR OTHERS NASONRY OPENING STUCCO BY OTHERS - BY OTHERS . S.G.D. VIDTM U CD A.B.O.A.F.TEHPERED GLASS , TEMPERED TYPJ - GLASS 0YPJ SECTION B IJFACTIJR.ER TiA LASS DOOR- SLIDING G DOOR - r•. o. x >5 INTERLOCK . HEIGHT MASTER FIDE # HOOK STRIP DETAILFILE U DOOR IMTCRIAL, ALUKI A ALLEY L061A•CNDRT IRM 1E orSUFFICICNT LENGTN TO ACKIEVC NRNL CWtEDI=N721 .I.PCLI TTPC INSTALLATION S 1-I/.' INTO NASDIRI DR CONCRETE- IArCDN INSTALLATION ANCICRS FRON7 TE BACK IN ALL fRME MEMBERS. 3) ALTCRMATE q IArcON ANCImR CNAR7 a BACKS TWS SMCCT. ACRTUC CAULK IEHIND DOOR fLAKi AT HEAD LS) USE SIUMMZCD ERIQRL) USE SILICONIZED ACRTLIC CAULK FOR PERIMETER SEAL ARDIMD EKIERIDR II DOOR. ANOIOR CHART, USE ANCHOR IiWNTiTT USttO V17H NEST7) IF EXACT DOOR SIZE IS NOT LISTED INLwRGCRSIZE. r- THE APPROPR1Ai[ DESIfaN,PRESSURE RCD'tBlFORPDCKCT0lSIZESUSECLOSESTIYPASZDOORT1XtCDNriCWATD]N TD'FIWSIEO-DP[NIN4 CNCS IN S STREW AS SINLL lR IPLACEKI R It AST" CURD GLASS CHARTLGLASSiWCKNESS .8 SCRCUSVARYPERRCDU1RErTDR101ALLFACTCUITAPPLIEDN4CSNOTDESiGwiCOFORTAPCONwNCNORSNNDNLDBEFILLEDvI7NAPPLIED ' SLIDING GLASS B S TurFICIC97 LENNGIN IO PROVIDE W.L S/I' ENICDKNT INTD WOOD IUCRriLNSINIGTEWERED &LAST IN SINGLE GLAZED DR IM.ULA71G CLASL DOOR. FRAM ii SILL SU OOON u IS wWWROrCO 12) y $ / SILL CNUCRS ARE TO K SCALED U1TH A SMALL AIN7 S[An SEALERANCNNDRLNwaALLOVABLCSHIN STICK TO BC t/4'. LION1 D 13) SWN AS RCD•D. AT CA. SET OF INSIALLATIDNII.) ALL IMSTALL.TIDN ANCNQT MUST IC NNwDE Dr COIR RCIISIANT MATERIALS. WMEL WD 'C' REPRESENTS r3KCD PALL APPROVCIIlA' lit VH[RC 'K' REPRESENTS rpv1NCV CDNr IFANRAT IONS ARE AS LISTED DN nNCHON CURT ON BACK S TWS G. H ER LA7SONARCT1NON+IN OM THIS DROVING. lif NDI ALL CONFIGURATIDHS LISTED IPO/E AP OVERALL EXTERIOR ELEVATION SECTIONS 'w-A•, •1-1' L N.00c STRIPDETAIL APPLI TO W$TALLATION !>F wU. APPROVED j 17) INTi ALi SE IAWCON R EACH AIRS FKTOIT APSHE[D WZ:ALLATIDN NItbLS )RaLST NCTID2PANELDOORSHOVNCONELLLDHENR. EMBEDMENT CHART. SCE BACK SHEET. D A , CA A ]-1/4' HIM .. O7IRIDA EX DNEXTRUDERSI/f fLOtIDA EXTRUDERS )ODD SLRI[S SLIDINNG &LASS DOOR 1I SHpv)N. T.US PRINT ALSO AWWLIEZ TOSSDGLASS 2= SERIES AND 300 SERIES- A D D - I REVIDESCRIPTION DATE INI PT EXTRUDERS FFL D ALIBERALLY* APPLY ti 1 1 1 INT. INC- SANFOPD CAULKING UNDER SILL OR SET SILL IN BEDV INSTALLATION ANCHOR - I I TtTlX-. SLIDING GLASS DOOR i CONCRETE 3/16' DIA. TAPCON INSTALLATION WITH TAPCONS SECTION a -a I 1 I DPAWN BY: BB I APPP.OVED BY: nNw m /7c /m Icr.l r. AiTP J_7, - " vnn?N fC L ANCHOR NOTES: TAPCpN ANCHOR CHART 1) IN SOME CASES TAPCONS ARE P.EQ'D. IN BOTH FACTpP,Y. kPPLIED INSTALLATION HOLE. 'DI' THRU 'D7' NOMINAL DOOR DOOR QUANTITIES IN HEAD 5 SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DESIGNATES IN WHICH SIZE L SIZE AND CONFIGUP.EATIONS TWO TAPCONS ARE SIZE UP TO 46 PSF TO 61 PSF TO . UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF 70 6I PSF TO 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSf 70 PSF REO'-D. S INSTALL TWO TAPCONSCONFIGURATION45PSF60PSf 3 3 a 4068 XX, OX, XO 48 X 80 3 3 3 4 4 4 4 3 4 4 5068 XX, OX. XO 60 X 80 3 3 3 4 4 4 4 4 6068 XX, OX, X0 72 x 80 4 a 4 4' a 4 3 q S 8068 xY. Ox, x 96 X 80 5 5 5 a a 4 3 4 5 10062 XX OX X 120 x 80 6 7 c .) 5 5 5 a 5 6 5090 xX, OX, xp Ox, 60 X 96 4' 3 3 5 5 5 6080 Xx, xO' 72 X 96 4 4 4 5 5 5 4 6 6 8080 xx, OX, XO 96 x 96 5 5 5 5 S 5 4 6 6 0 0 xX X X 120 X 96 6 A 7 6 6 6 S 6 7 50100 xx, OX.XO 60 x 120 3 3 3 6 6 6 6 7 8 60100 XX, OX. xO 72 X 120 a 4 4 6 6 7 (DI) 6 8 9 xX. X x 96 X 120 5 a a 4 3 4 5 9068 Ox0 109 1/8 X 80 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 X 80 7 157 9 02) 15068 Ox0 181 1/8 x 80 8 y 4 4 9060 OXO 12080 OXO 10 1/8 X 9 145 1/8 X 96 7 8 (DIf 9'La) :5i 15 6 6 15080 Ox0 90100 DX 181 1/8 X 96 109 1/8 X 120 8 5 5 91=%1> CD1) 4 6 g 8 10 10 120100 OXO 145 1/8 X 120 7 y 6 6 7 (.1) 6 3 4 5 9068 xxx 106 5/8 X 80 5...;.--.. 4- 4 — 4' 3 12068 xxx lag 5/8 x 80 7 7 8 cDll 4 4 4 3 a 5 066 xxX 17B 5/8 X 80 8 1 e S a 5 5 4 6 6 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96. 7 8 CDI) 9 cD2) 5 5 5 4 6 6 15080 XXX 178 5/B X 96 8 C y 6 6. 6 a 10I90100xxx106 / X 1 0 5 6 6 6 1 7 I 8 10 xxX 142 5/8 x 120 7 na 4 5 . 10068 OxxO 119 5/8 X 80 6 6 7 CDl) 4 4 4 4 3 q 5 12068 OXXO 143 5/8 X 80 7 7 8 cm) 4 4 a 3 q 5 16068 OxxO 191.5/S x 80 9 10 (DO 12 cD3) 4 4 7 4 6 b l d UXXU D/ti 7b II b 6 7 CDI) 5 n 5 5 4 6 I 6. 12080 Oxxa 143 5/8 X 96 7 8 (DI) 9 cD2) 5 5 6 6 16080 xx 191 5/8 X 96 191 to y a t ) DI) 6 1 6 10 100100 DxxO 11 / .x 120 6 7 (DI) 6 6 I 7 cDvI 6 8 10 120100 OXXO 14 3 5/8 X 120 7 9 02) I 10 cD3) 6 7 CDl.) 6 It 8 10 160100 OXXO 1.1 5/8 X 120 10 CDl) 13 cD4) 16 CD7) a 4 1 0 XXXX I / / X 6 6 4 a 4 a 4 33 I 4 5 12068 XXXX 141 1/4 X 80 7 7 8 (DI) 4 4 3 4 5 16068 XXXX I 189 1/a X 80 9 (Di) 10 (D2) 12 (I)4) 4 a 10080 XXXX 17 1/4 X 'jb6 6 i CDi) 5 5I 5 6I 6. I12080XXXX - 141 1/4 X 96I 7 8 (DI 9 cD2) I 5 5 a 6 6 16080 xxxx 189 1/4 x 56 9 <Dll 12 t a) en-; 5 6 6 CDl> 10 100100 xxxx ll7 1/4 X 120 t 6 7 cDI) 6 6 I i CDll 6I Ide I !0 120100 XXXX I 141 1/4 X 120 7 8 (DI)_ I 10 CD3> 6 I 0 7 CDll F l0 160100 XXXX 199 1/4 X i20 i0 CD2) 13 (n5) 15 cD7) F412-4n0 2) DI ME- IN ONE SET OF INSTALLATION HOLES. 3) 'D2- MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO' 7:APCONS IN THREE SETS OF INSTALLATION HOLES. 5) , FOURMEANS, SETS OFINSTALL INSTALLATWOTIONTAPCONSN HOLES. 6) INSTALLD5- MEANS, O FIVE. SETS OFINSTALLATION 7) MEANS, INSTALL 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 6 SILL SHOULD BE PRIORITIZED AS FOLLOWS: A= FIRST ADJACENT`TO INTERLOCK OR BUTT STILES IN HEAD 1; SILL. B: SECONDLY, AT EACH END OF HEAD 8 SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD R -SILL OTHER THAN AS LISTED IN A L B. ID) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULDBEPRIORITIZEDASFOLLOWS' A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, . AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. C• LOCATIONS IINAgB JAMBS OTHER THAN EXTRUDERS FLORIDA INT. INC. SANFORD. FL. TOLD SLIDING GLASS DOOR TAPCON GLASS CHART ,.. 01/14/02 K:LZR n•" B3 f{.G to.S. °„ 4'at L:X90G CIVIL y 7 _ j EFLANGEGENERALALUMINUMCORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 53 125 19.125 26.500 30.500 37.000 48.000 WDW, WTM, > WDW. HGT. V 26.000 758 705 705 705 705 705 293 243 229 220 219 219 38.375 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 69 53 48 43 37 36 63.000 72.000 45 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 & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020035 SUITE 250 JAN: 11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-0365 I FAX 407 805-0366 P GENERAL ALUMINUM CORPORATION FLANGE ; VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 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 B APPLICATION ENGINEERING, INC. 2501NTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-0365 I FAX 407 805-0366 01-1201 nwcG rlo. GEN-0453 SEE NOTES --, 2 & #3 I D d MULLION INSTALLATION ANCHOR ANCHOR BRACKET O TYP.) D WINDOW 8 SELF .TAPPING FRAME SILL CTYP.) SMS CTYP J MULLION INSTALLATIONANCHOR BRACKET. v ANCHOR TYP.) a D MULLION 1-7/8' DIE NO. 1447 c pR 6MA $fie 0.• a SUBSTRATE v. J NAME e MULLION a DIE NO, 1447 L U WINDOW HEAD E'ER F' lLE # 6— v a FRAME TYP.) SECTION B-B S E C T I EIN A — A 1 T MULLION INSTALLATION DETAILS APPLY To ALUMINUM TUBE MULLION, DIE NO.1447, WHENUSEDTOMULLSINGLEHUNGANDORPICTUREWINDOWSHEADTOSILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. A CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS B OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBE B DMENT. INTO WOOD FRAMING. A 4) MULLION ATTACHMENT 'IN SECTION B-B IS TYP. AT .IAMBS. GENERAL ALUMINUM CORP.- CARROLLTON, TEXAS r• y; ' -'• :. ., :,, TITLE' FIN HORIZONAL MULLION INSTALLATION DETAIL Z ALUMINUM TUBE MULLION, DIE NO..1447 t-' : o AREf4 DRw BB APRVDr __-- DATE' 3 17/02 EXTERIOR E EVATI0N ---- ---= y r f; a" vT/FTr SCALE HA F' MATL' GEN-0453 e r:,:{;=• PIICplkE$pgQDUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKVM.. NEATNKOS. FL13RIDA 32716 PFi01K ID7-BDS-0363 FAX a07-B05-0366 1 k 11 GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION41447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #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 D'NG No:. 4-0450 MU LLK ANCH( BRACKE WINDOW FRAME JAMB TYP-) STALLATION J CH OR YP. ) MULLIVI± DIE NO.. 1448 8 SELF TAPPING SMS (TYP.) SECTION A —A MULLION I DIE . NO. 1448 I I INS-3-1 ALLATION ANCHOR TYP.) SEE NOTES a a Ida ° n # 2&#3 SUBSTRATE Y v A A SECTION B—B CENTELAL FLORIDA Bo 0. A.F. EXTERIOR ELEVATION MASTER FILE # a NOTES: 1) MULLION INSTALLATION USED TO MULLL SINGLEAPPLYHUNG _AONDOR ALUMINUM P CTUREBWI. DOWSO SIDEEBYO[AREA: GENERAL ALUMINUM CORP.' 1448, WHEN I SIDE. CARROLLTON' TEXAS I 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"FIN VERTICAL MULLION INSTALLATION DETAI_ p DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1 4" MIN. ALUMINUM TUBE MULLION; DIE ATI 1448 EMBEDMENT INTO CONCRETE OR MASONRY, 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 ---- ORN: JsDATE: 3/17/C ' SCREWS OF SUFFICIENT LTH. TO ACHIEVE l-3/8" MIN. EMBEDMENT INTO WOOD SCALE: MAIL: ---_ OWC NO: FRAMING. ---- HALF GEN-G=:D 1 FLORIDA327ad PHONE s07-E05-OJ65 FAX 407-!;S-C_`ff PREPARED BY: PRODUCT TECNNOLOCY CORP., 250 INTERNATIONAL PKWT, NEATNRO>r, MULLION ANCHOR BRACKET I II I II I II I II I II I II I b GENERAL ALUMINUM CORPORATION FIN VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1448 18.000 24.000 30.000 36.000 48.000 53.125 WDW. WTM. > WDW. HGT. V 379 36.000 506 427 390 379 379 44.000 319 262 231 215 208 208 48.000 263 213 486 171 160 160 60.000 129 102 87 78 68 66 77 nnn 72 57 481 42 36 34 CHART APPLIES ONLY TO MULLION II1448 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 APPLICA TION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32746 01-1201 I PHONE 407 805-0 3661 FAX 407 806Mffi r'' i ; . , • ,.ui. .f . goy. D GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL P.W. SIZES 30.000 43.000 56.000 63.000 72.000 88.000 wow. wrH. > WDW. HGT. V 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCAT/ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 806-0365 / FAX 407 805-0366 CA020038 JAN. 11. 02 01-1201 VTIIS 1. TESTED IN ACCCIREIANM WITH STANDARD BUILDING COCIE, D-1APTER 17, TO A POSITIVE 9. TFC STRI . JT PLAClD&NT ON, MCFtS CONSTRUCTED WITH 5 OR MAE SECTIONS RUST BE A REV AND NEGATIVE 37.5 PSF. CD451STEMI WITH TW DOOR %.aW. THE STRUTS FOR,IM ADDITIONAL I SEW SECTIONS AM To BE PLACED AS SHCwN ON TIC THIRD SECTION. N Is2. DA94 = REPRE VARIOUS SECTION H IGHTS. * TER FILE REv 3. F0_R 7- HllCW,D!)0R SHORN. 8- MICH DOORS HAVE 10. THE STRUT PLACID," DIM011SION ON ALL SECTIONS LESS THAN 20.8i2- FIVE ISECTIONS. REDUCED BY THE DIFFU04CE 13ETWE:EN, THE ACTLAkL SECTION HEIGHT & 20.812*. 4, SECTION KIGMI Or 20.812. 19.00 k 16.76 ARE AVAILABLE 11, SCREW P/N 605911-0001 IS A 1/4* D A X 5/8" I= TYPE AS HEX HEAD METAL SCREW AND MAY BE USED IN C0431PATI04 TO AD41EVE 12. JPCST TO BE INSTALLED ONLY WHEN HIGH WIND WARMINCS ISSUED - VARIOUS HEIGHT DOORS. 13- 57M PLACDAEN7S CAN VARY il". S. DABCISSWNT PATTERN OF 14.50 X 20.375 SHORN. ALTER44TE 14. MOMITY FOR LOCKS CAN BE 0, 1, OR 2. PATTERNS OF 12.50 X 43.375 AND 12.50 X 20.375 WAY 13E TRACIC USED. 968 EIIQ MINCE 6. TORSION SPRINGS 9-101N. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BWZKET, REF. PM 405964-0002. ON 8' HI0q DOORS ONLY. PANEL 2.093 000 8. WINIC)CAN WAY BE INSTALLED IN THE TOP SECTION OR THE SECTION SECTION IIEDIATELY BELOW TINE SECTION. VIEW -D-6- /5* OW 2' TRACK 2:• X 6- WOOD JMe . 049 THIK (VERT!CAL) 0 2 X 4' WOOD JAhe QlAoL L ER OR EOU I VALENT P/ N 405964-0001 DETAIL 1L!." F' SEE TTCIA FIXTURE SCALE: 114' TRACK BOLT 5116 X 1 314' 5"t REF 0 LAC SCREW DETAIL ' E' TTI SCALE: Wit WEATI-IERSEAL SECTION " C-C" 2- X 6- WC)C0 jAhe 2' X 4' WOOD JAAG -D' SCALE: 112 OR ECIJIVALENT. IZONTAL TRA07( OMMERElkLANCE WT 12RICNAL SPLICE IN HORIZOWAL TRACK AT 401665-OOD4 P OF T(l TOPOF RADIUS IYP 2 PLCS 404828404825-0003 D•-- Oj TYP 2 PLCS STANDARD TRACK DETAIL FOR 16* 404328-0003 SCALE 11161 SERIES 280 TI-RJ 289 ARE ElalIVALENr COVSTRXTION 25GA STEEL SERIES 180 ARE. S4W CP)STRIXTIM AS SERIES 280 oNt r 240A STEEL AND E70 CAPS DOOR TESTER WAS 231 SERIES. DOOR W19TH CENTER STILE ENO STILE I—aWl STFRUTSISEZT. I ROLLER 1 TIa%ETPAj,,l" L 7PERFOTA-DHTI 3 1 SINGLE I YES I HS' 12- X 7116-1 Hsog- I - 100 OPTIONAL WINDOW DETAIL SCALE: 3132 16- 0' MAX. WIDTH — SCALE: 1/16*-T" INTERIOR ELEVATION NOTE 4 1 L l 715* THIK. SECTION ' A -A' SCALE: 1?4 06161DI- 0000 <14 of DES113W. LOAD 25 PSF t T ST D* ShIDM) 37.5 LOAD PSF 8* 01 MAX'. NEIONiT 21. 57 12- < I C. . ..... 40MI- 0002 404328- 0004 55 4 I I 7' HIGHDOOR 0575 4ICW/ 4-5- 5/16X O 1 1/4- LAG SCREW 6.04 P/N 409328-0001 PLATE,HASP y92711. T06 tHC. 2231 070 MIN P/N 401199-0001. TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS P/N 505911-0001 0575 REEF T . 0 0 0 0 6.00 O O L-5. 00---j P/N 409331-0001 PLATE. FLOOR t4zp LOCO 1/4•- 20:HEX DOOR SECT IONEPOSTAASSY SHOWING FLOOR PLATE PIN409325- XXCk POST ASSY; VERTICAL 2 I1/ 32' 091 MIN- 1- 0 O 3 9/ 16'. O o 0 O O 2 7/ 16-L PM 405771-) C= DDT. FiXTUM FOR.180/ 280/290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS PM 605911-0001 2 9/ 32 t---,.070 MIN CQO 3 3/ 16 0 0 000 7/ t PM 407603- 0001. CENTER HI STEELCOORS ATTACH TO DOOR WITH 4 SCREMS PM $05911-0001 2.765 155 DIA 1.•-3. 00- .375 DIA P/N 508069-0001 PIN FLENGTH + DOOR WIDTH F 1 7/ 0 — 5/$/8 MIN THC PM 400650-) O=. ROLLED HS-X STRUT PART MI N-MEERIN. STRUT 400650-0001 . 030 HS-1 400650-0004 . 020 HS-0, 000 2TRON O 1 O J 4 5/ 8• o . 000 PM 061601- 0000. SLIDE LOCK ASSY w._•L•{ 1.---{--•t 3/4' 4 3/a'- l 1 3/4'-" 2 9/ 32 H• 070 MI S t/ 2• O E:- oC 2 3/a• O Q 108 MINA_ 0M4N 033116 O P/N 405954 3 046450. BRACKET. SCAB P/N 405984-0002, BiAOET, SCAB JOINT 0 0 PART. N. A6ER Iq PRT 407605-X7000, Et•D. HINGE 405964-0007 O46450-0003 3RESID. STEEL DOCIRSPAMNJ4 0 407605-0002 I 'x 85 SCAB ERACRET .DETAILS 407=5- 000 40765-0004 407005-0005 1.10 1.33 1.60 4 .58--{ I f- C' 6 •t. O r r t' T p efira. b ATTACHTODOORWITHp},'k 4 SCREIYS PM 605911-0001 r t $ 4C L u C.i, ` ti'G 4 _.44- . 44 W P/N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LB9. MAX... MJSHROCM HEAD .- . pgCAP 70001. 2.3 TER STILE STD ON 150 SERIES PM 408650-0004.5.E PpT.•REO-' D aN-29o5ER165-...- ---•- --- I!f-• 1187 2..25-}- 2.501 I ' MG NA O. I':... h 4. 00 nt let e POST SCREW: c. - 375 CIA P/N 50S9t1-0001. " ,• / ,t5. 4 (HOLES . PM 505879-0001(SELF-DRILLING! a =r' PM 408679- 0001 LINK PM 408876-0001 APPCRT SECTION - G-G' XtM STRUTS F' LOCR PLATE - 116' WIDE' DOORS) 1a flRi O sm+ 41rO. Mrl IIMYau.« uam mr:e •, - eW gR1ES 0r4rr ' raM •" r" 4 ' * , °i4 ra1415 Ot%t/ a RESI STL OR /6'-g' VAX. WIDTH.MINDLbVID r ii aewo ^mw o®4s la "' "' S ,,w, aovw. mauq wwwnmui NIA DAVID F/1W O2/t9/'a . s 40933'5+ •' 1@ weay x 4)IV1 " ww.e wu4 s 4 p101W rar • NOl4E EAQ4 OV1rV ID F/IM 02/19/ga w.w 3 :1 E 2 . MANUFACTURER NAME I u .,. , .ZS' MAX.. THERMAa TRU CLASSIC- CWr0YSvm"J30MGLENmDOUBLEWMWi XIT SDamm MULA IM FIBERGLASS DOOR WITH WOOD FRAMES GENERAL NOTES - 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH F-LOR(DA BUILDING CODE 1994 EDITION FOR MWMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER L04DS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALT. BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO 84SE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. THIS PRODl/CT 12QE5 NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY. o. MIWI-DADS APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDEUiES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. ab or Pon Fiberglass skin 0.127' minimum thickness, SMC F min. -6.000 Psi ace sheets SidelRe- Fiberglass skin 0.070" minimum thickness. SAC) with yield strength Fy(min.)+6,000 Psi design: Polyurethane foam reco, erithl.9 lbs. density by BASF. panel sldn is constnicled from a 0.127' tht sheet noldog lnxn lMe . The interior mty is filled fth 1.9 Ibs. density BASF olywe8xme foam. The pond face sheet am Oued to the wood dies and rags. 1 krtdn and lunge dies are LVL or LSL The Etch &tie whkh s 1.416' x 4theblchRndmateridarCOwerllTTetopadbaHorardO2dawoodaharnnamIthedoubledoorapp6colionthemoctirodoorsfiledwihan drogd at 6060-T6 a8q: the frame js com1ructed tram forger jointed - wx aide x 1.25 thKt The heoder s joered to the aide iris w8h (3 Jg r.5 PFTI Savws of eadr side. The tMeshad s joined to the ide jambs "(2) I8 x 25 PFH Seeees al each d& Ti. rearms arc securedoge9mrnasxk6ieapp6rnlianudng /8 : 2 bk qq P FH Mood Screws (6) agM per reel rmi6on. The arils use on Ming Saddle thadndd nxaawug 5.75' x 1.50. 5flt< tip LAe - OA site s 21.656' wide x 58.093 soured r x 1S Long Tek Suers. The frames are ceded with siWcom vA*i9 (Dow. 795) to sideite panel and to the 9bm Fie l]azina: SMC lip file with yield stnxgth gnvia)=6.200 psi k PVCUPfile rith yield strength =1--Z.145 psi - OA ate Is9.85' wide x 6SM high secured r/( 16) 18 x 1.75 pP}ts7lyLpsPon Head Screws. TW frames ore sealed with sikone zu8xg (tow 795) to eidelite.panel and la the gbm btegrd Rush Glazed -.The dde6tesashfogporetcoremeldedtorecenetheirWioled-Glass. The gbss s Atadxd to the sideite tea sleets will Tone 9Tuig compound ( 7951 35. 75 MAX. I PANEL WIDTH FF T_WW ED x WIDTH U w xC o to o C 1anr. m l, as 1- r e 105. 5' MAIL OVERALL FRAME WIDTH 36. 625' MAX. PANELWIDTH W/ ASTRAGA. 15. 5' MAX. FRAME WIDTH 13. 9375' MAX. SIDEUTE WIDTH 7. 125' MAX..: D.L.O. WIDTH , Lip UTE 7. 0 MAX. D.LO. WIDTH INTEGRAL UTE 14. 869' MAX. D. L.O. MOTH fNAC nFraL A' 11 1,IN_SK7_NG UNR - DOUBLE W/SIDE1 RFS INSWING UNR 74. 5" . OVERALL FRAME WIDTH ALL ELEWATroNS r 68.5' MAX. 1 VIEWEDFROMTHE INTERIOR LT o 1 ? w1 .869' M - D. LO. WIDTH WIDTH x, o O3m J o co 1NA A. ,n o n co ® c L SEE DETAIL A" SHEET 3 SIME 06 N PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) M1TH OUf SURFACE B0LTS WITH SURFACE BOLTS UNIT TYPE lr WIND,NMBER 0 ASTRAGAL k WINWAMBER 0 ASTRAGAL SINGLE + 67.0 PSF - 67.0 PSF 11 DOUBLE + 47.0 PSF' - 47.0 PSF + 65.0 PSF - 65.0 PSF SINGLE d: DOUBLE + 47.0 PSF - 47.0 PSF + 65.0 PSF - 65.0 PSF WITH SIDELITES P N Q O CO C o CO mzon Irow0 2¢( 0 wto a OZ CZ y>.- io m io RALL FRAME WIDTH H c c 15. 5E yz oqq 13. 938' MAX. a Cis a SIDELTTE WIDTH r m7. 725' MAX. D-LO. WIDTHLIP LITE 7.0' MAX D.LO. 1 869" o WIDTH INTERGRAL WIDTH ro 513. 684. 3831 M. 11 8 w.e NIS re. er WLN a tm RW mwwc uo- S-2164 1 or f z ai 1• MIN. ' GLASS THK n• utu m D o x Ed v i0 4 in i e- m rr° 16 17 2 SEE TE SH34 Z 00 42 . Y N vl V 1.68MIN. 00 O ° PANEL Tr 0 s 0 0SEEGAZING DETAILS a g SHEET 8). 1C EMO 49 D o o O ui 1 00 0 m 0,9 0 O 00 42 I i m 6 a a. di• •• 1dIE6l4B EXTERIOR EN TRAL FLORA Bo ®o 2 SIDELITE AN 2 INSWING - DOOR PANEL MAINUFAC TI' Ell Ivy o 2141•I 7.691 • n a IN N waff 31 BOTTOM BOOT 0.09• EXTRUDED VINYL WALL oono o ao= 1; go~, LJ ^ Co t a 813.684. 3631 m 11/ 8 O1 04E NTS hvc. er: WLN m RW Nt wwc w.= S-2164 SHM 2 OF t BOLT 8,0" LG. TOP 1NIE61QB 18QcBOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM 1 3 A ASTRAGAL 1.15" MIN. EMB. r25" MAX. SHIM 15" MIN. C-SINK z Y 614B z 29 n J12 < 1. 49 E)CM6106 _ o O0% O O o O /A\ tNNT RIO _ 15" MIN. C-SINK r EXTERIOR o:o- FLOoo a: ZQ p 2 sINTERIO M of p0 0a0000 53 45 S NOTE 3 L SEE NOTE THIS SHEET 00 = LuEL 1 do 2 F= THIS SHEET OPTIONAL ADDITION OF SURFACE BOLT 3 m Va W tIG_z WOv V) Z Jm U 28 ^I U ^ J 10 bSEE NOTE " z 3 ^ aCi 6 ATE (`) 9 E NO co w c0 7 34 YY 3 SEE NOTE 'ov L consuu s wo 9 SHT.4 ur 813.8g4 3831 16 17 34 INTERIOR 2 3 ® MULLION ° Ot 18orEs rrTS 3 H I R TI N 1. THE SURFACE BOLTS ARE AN OPTION ON 7HE ACTIVE DOOR TO ACHIEVE T YFUD L. A iii 0 orc. Sr-WLN HIGH PRESSURE RATING. i.., , L ae ec 3 RW SIDELITE To BUCK `f--- 7HE SIDELITE CROSS SECTION 2• THE SURFACE BOLT STRIKE ARE LOCATED AT THE 70P AND BOTTOK 1 `. 1 +` ? 1 T TL^' o ow M+rc ao_ OF THE ACTIVE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE r ri ` ` Tr ` 1 ` . i O THE S(TRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD i _` µ ': 5-2164 3. T'ITHE SURFCEx80LTS E E ATTACHED TO THE ACTIVE PANEL WITH ( 4) 1D-24 SEX BOLTS. — -' 13 3 38 25' MAX. SHIM SPACE r Y Z F 46 zit 1 28 y o ^ C9 EL 1 18 4 LATCH JAMB TO BUCK, NOTES: 1. THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE 7HE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELRE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2, SPACING FOR IS x 7" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3, 5. 18.25, 54.0'. 77.0" 90.25, 92.25', k 94.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH SEE NOTE 13) 18 x 2.5" PFH WOOD SCREWS AT BOTH SIDE. SHT.44. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) g8 x 2.5 PFH WOOD SCREWS AT BOTH SIDE. SIDEUTE IS DIRECT SET INTO THE JAMB WITH (72) 5. THE J8 x 2" PFH. WOOD SCREW. THERE ARE (6) AT THE TOP DOWN AT 6.0, EACH VERTICAL JAMB. FROM 23.0 , 40.07. 57.0 ; 74.0" do 90.5' .THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL. 4' IN FROM THE Zco N OUTSIDE CORNERS. w6. SPACING FOR 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER w o X ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP biV) FROM THE BOTTOM WITH (4) MORE SPACED AT 17' O.C. 7.. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 110 x 1 3/4" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDEL.fTE AT THE MULLION USE 110 x 1 3/4" SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL 318' QUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I" x 0.04' DIA, WIRE BRADS AT 2' FROM EACH END A MAX. OF 12' O.C. SEE NOTE 5 SHT. 4 1.15' MIN. EMBED. 15' MIN. rC-SINK 1 iE zF- 6 7 vn .- a 10 29 0' 48 4 28 1 C99 2HORfZOWAICROSS SECTION 4 HINGE JAMB TO BUCK,. 38 SHT. 4 SEE NOTE 6 43 EXTERIO 2 Y 8 lu 6 7 co Z 1 a 37 10 7 SHT. 4 SEE NOTE 25" MAX - SHIM SPACE wtn t2OoUZ z'^ Oa NF v w 1 3428 U Bt3.5g4383V1 ME- 11/8 01 34353scar- NTS SHT. 5 SEE NOTE INTERIOR ® e MG. or WLN CENT iiijl$y W)- S- 2164 3 H R NTA R 4T 4 or f o STRIKE JAMB TO SIDEL o 4 SEE NO 3 SHT. 5 0 . CENTRAL 1FACTURE,,ft NAW Rl6 @. j YJld SEE DETAIL "f' O aN0 2.1 tg0N, 6 - 6 N m m tr 3" 63 3" 3. is a 6, i. Q W 6. 3"-"i 3 3 f`3 1 t3 1 3¢m T TiP. n m 13 TYP TYP. 13 SEE DETAIL 1 n m H W W = tp SEE DETAIL F" TYP. uia a nazi _ m mim z TYP SEE DETAIL nm oa C. TYP. c % 13 Zo 13 13 m TYP N G Lnd- TYP. SEE DETAIL TYR _ NLn B" o vmi c- aI SEE A• _ -B- A" V DS B" A" 57 t t t t TYP. LLJ 3- r " ? 6' 3• 363 6" 6" SEE DETAIL " N" i Lai F DOOR W/SIDFLITES L DET L 8_ _ T 6" m to DRILL THROUGH FOR A 0. 357' BOLT DEEP ENOUGH FOR A 2" clurl F DOOR BOLT THROW NOTE. USE THE STRIKE STRI E8ANDDE/ADBOLT PLATES TO THE WOOD SCREW JAMB OR ASTRAGAL EMGEPS IN THE MULLED VV Z' APPLICATION WITH THE SIDELITE USE REM 143 A 18 x 813.654Z531 41 13 l J p - 2" PFH WOOD SCREW. 37 nee 11 8 Ot p p SURFACE BOLT ATTACH THE STRIKE sma N.T.S. 13 STRIKE PLATE PLATE TO THE THRESHOLD ow. or. WLN 10 W12 j1D x 2 112" pFH WOOD SCREWS c ur RW omwm mo: ASTRAGAL STRIKE PLATE _ '( "H' S-2164 do OPTIONAL SURFACE ASTRAGAL THROW BOLTS 10 BOLT STRIKE PLATE AT THE THRESHOLD -- actt 5 or 8 DETAIL 'E" DETAIL "G" . w tri SEE DETAIL 10- 4 SEE NOTE 3 SHT. 5 U a SEE DETAIL J" 6- 3"-i f`I I 6. 63. 3. i i— 31 3. 3" 6" 6' SEE DETAIL "K" t r nnr)R W/SIDED TES CL aM in N SEE DETAIL Cl TYP H N M= SEE DETAIL "F- 6" 6- 6' --{ 3. 3" 1 3. 6 3' .. TYP. SEE DETAIL E" TYP. 1 LAl 51 A" TYP. 1 I I TYP. t 1 3" 6' 3- 3" 3• 6" 6" 6" gFSEE DETAIL nnURIF DOOR i s 0 0 ATTACH THE STRIKE 0 SURFACE SOLT PLATE TO THE THRESHOLD STRIKE jPL7ATE jj py 2 /10 2 1/2" 11`ll 1-1111-d 1„ " 111L11 111 1 0/FJi WGO 5CREW5 OPTIONAL SURFACE BOLT STRIKE PLATE P710NAL SURFACE IVIf j ACT' K LT STRIKE PLATE --- -_ let.._ — ::J311 ' ._. _ ...- _-----=- -"'•_ . . O> IY N O a0 O_ C0 d0=^ N 1u BO col po j NM ui W) C4w 00 = f.0 a 50 N e V. JZ_ j3 Z N 0 2 a y in U .'s !2 p'4% to 1 i U 1 _- cl 613. 664.3631 L11 6/O1 LE N.T.S. c er WLN ac er: RW wewc wo: S- 2164 r I ILL r F- I-IM 1 OCAP AKm o rr. O rr ROTICIM RAIL w000 COMPOSITE HINGE SIDE_SnI F i OCORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL' PONOER0S4 RAOIATA. PULAI. ELL1OT771 7AF A OR SUGAR PM DOUGLAS OR WHOE RK CEDAR. INCENSE CE04R OR REDWOOD. R NDRttl THROUGH FOR 0. 1 THROUGH FOR . 357' DIA. ASTFAGAL A f8 PFH WOOD RETAINER BOLTS SCREW 2PLCS 1 1. 50' 2O IYOOO COMPOSITE H w_ emF cnI F 36 FWGER jopao PONDEROSA PINE In 42 and rtF TOp BOTTOM RAIL FNGER JOINTED PONDEROSA PINE RF r 75' C1= . ATTACH TO DOOR USING 110 x 1 1/4' F. H. SHEET METAL SCREWS PROVIDED RETAINER Y4 wun.levBERn WR68i AcfRA.. (,< rLnnMUM 057' WAIT TYP.1 2. 116' r 1.20r--j n 28 OPEN LRF WC FRAMEDawDED SMC 92' 79' L 0 2 WODD FRAME n VINYL THRFSH0111 MENDER LLL Ir — 5:75' J.,., Jur cAnOLF THRESHOLD SUBSTRATE 0 DaENDM 6063-T5 ALUM..045' AM WALL yI RESHOLD.D060'SPRU( , PINE CEDAR OR POPLAR 1. 920' o Ol . 41 14 VINYL . 080- MAIL WALL .035 MN. WALL H •_ ' n a a w 17H' Ot nNT: REAGH O PRESSION yyFATHFRGTRIP RRer.J RFTA ER BOLT F6. MOCFI FOAM CELL CORE W/VINYL JACKET MATERIALC/R ROD ZINC WMNri JACKET _ do YELLOW CHROIAA 2. 873' 1 T gy p ClYYnl T C RIKF (175' STT'FL1 ATTACH TO SILL USNO /10 x 1 1/4 F. H. SHEET METAL SCREWS PROVIDED WRH BOLT. 1 I:Az E. 111 %f o! O DJ O a0 a o=N ZOn L,,. i ZQLLJQco to Q. 0 11. /'/ BURD1Nc N15ULTANITI. INC 813. 684.3831 It 11 ALO NTS m er WEN O S- 2164 f 7 OF 453" GLASS z Z L,.I BITE 1/8" TEMPEREDCt N XTER O ^ g .GLASS O 1/4" AIR app = 1 O.. -90 o SPACE U O M 1 8 DECORATIVE LL u- Q GLASS _q 00 o 0 1/4" AIR F O SPACE 3 Q 6 9 I00NTERCEPT GLASS TEMPERED W a 1" INSULATED TEMPERED GLASS 1D a c n71NG DETAIL SHOWN W/ CLASSIC ra_ncT' SMC IJTE FRAME -, REQUIRED FOR DOOR PANELS) :3 453" GLASS $ H< BITE -- 2 e ,n Y C, O 1 3 0 .5 nc XT RIOR 1/8" ANNEALED GLASS J O"....o Ryd. o mAo: .25 AIR SPACE p 1/8" ANNEALED 5 GLASS INTERIOR STEEL INTERCEPT 3 .25" 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS W/ GLr1Z NG DETNLPV^ LITF FReJNE SIDELITES ONLY) 0.5" GLASS BITE 0625" THICK DOW 795 GLAZING COMPOUND o 1/8" TEMPERED O GLASS i O O % O OQ 1/2" AIR SPACEpro4O eun. O O O 1/8- TEMPERED COl6ULTANIS. stsss4 t. z Y GLASS o ®• 1 8 S . 1/2" STEEL INTERCEPT SPACER y ckv rn W A orc er WLN i/4.' IN I TED TEMPERED GLASS q AS @ S,ojISIA+o_ • q° RW W"°K "a• GLAZING DETAIL SHOWN W A`U iJl"j 5-2164 I I. I SIDELITES ONLY) MASTER FILE 32 11 8 IHK. ctLLuu K V Aunv WIRE BRADS STEEL W0 3 8 COVE MOLDING 8LANK 4W 4.965 x 1.1 PORDEROSA PWE p00r-37 MUTE SIDE STlE 1RQ 154 x . PDNOQ m PK WOOD STEEL10x134LG. PFH WOOD SCREWyy00D LA701 JIB 456 x I.1 POlAFROSA ALUM. HIGH WATER DAM THRESHOLD SILICONE 1SILICONE CAULK T USED WOODTAU1 : Fcm) 0.SAi0PR 6FURF STEEL x 2 LWOOD SCREW16 SEXS 454 FACE BOLT STEEL TCM min. 44,674 X 1-3 SCREW FOR 11£A1 Z8 S 46 E7SG SLZING, LATEDTEMPEREDGLASSGLASSZING. NSULATED TEMPERED GLASS87fi0U RAID8di" 11 -TRUMDOf!GOIPOSiiq QaDwoSa TAPLbN C Q.W. 1.75 LBI LG SgEL 6 UFCON C ELC0. 25 WX LG 592' W n 8. 0 4¢ Nw p p00 1s N 01ap = OLWI.I ^O ASTRAGALRETAINERBOLTNNMATERIAL: C/R ROD ZINC ? do YELLOW CHROMATE 3 W 0. a O ---1 .179" - LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET z ha 5w N L 158' m+a O NCC . Fg a: DRILL TRU FOR o 2A I18 PFH WOO DRILL TRUFOR a +Ic m SCREW 2PLCS . 357' DUA ASTRAGAL ' Z a A a RETAINER BOLTSca I WINDJAMBERII WR68T STRIKE PLATE COMPRESSION WEATHERSTRIP BY THERMA- TRU 1' RETAINER BOLT FOAM CELL CORE W/VINYL JACKET 410 XM i non -- AB. ®.A.FY W N N MANUFACTURER NAME z z v euxow 1. 767" - 1 MASTER F g WH E # bat ss31 24 MIDI 11/ 6 01 WINDJAMB RE II WR68TNT5ASTRAGAL (Al UMIN IM .052' WALL TYP.) °"` °' WLN aR ar RW wsa no: 5-2161 sum 9 aI 9 lT Yr yYy TRIdif L 1. l lit. o r UFACTU k"rEW oTRU® 1r1AS.SIC CRAFT OUTSWINO"S1NOI.E AND DOUBLE W4 WAOUT SIDE PES. INSULATED FIBERGLASS DOOR WITH WOOD FRAMES 1THIS PRODUCT SO BUILDING CODEIS 99L4 fEDITIONGNEDOFOR MAMMEET E DADSCOUPFLORIDA I2, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED ASSHOWNONDETAILS. ANCHOR EMBEDMENT TO BASE MATERIALSHALLBEBEYONDWALLDRESSINGORSTUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT MEETS THE WATER REOUIREMENTS FOR MIAMI-DARECOUNTYWITHTHEUSEOFTHEHIGHDAYBUMPTHRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW. 6. mLAMI-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7: SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. r a ur oar ne • r erg ass (SYC) skin 0.105' min. Sidelite Sheet: 0.07 min. thk. with yield strenggth fy(min.)=6,000Coredesign: Polyurethane foom core. withl.9 Ibs. density by BASFp Panel Construction: The panel skin is constructed from a 0.095' thk sheetmp(dlno cogau SYC). The interior cavity is filled with 1.9 f. density WF pelyurethone foam The panel face sheets are glued to the, wood stiles and r9ils. The latch and hinge s@es are LVL or LSL The Itch stile which is 4.03 1.47 ListheMchreinforcement. The to and bottom rag are of o woad wmposd aInthedoubt- door application the inactive doors fitted with an arwoed aluminum astrogal of t D60-T6 alloy. Frame Construction: the frame is constructed from finger jointed, pine rn 4 S6J ride x 1.17' thick The herder is joined to the ace jambs with (3 /8 x 25" PhTps Head W Screws The threshold s Toahed to side jambs with (21 V. 1 erown x T king .staples at each s de. The mullions are secuma together in a side6te application using IS 2' long PFH Wood Screws (6) screws per eoch_ r yrd6on. The units uses an Outswuhg Sump threshold measuring 4.615 x .ash secured r SAIC Up Ute - M sizes 275' wide x 50.19' high 1.75 Phillips Pon Head Screws The frame are sealed with silicone cautl rhg (pow 795) to sddite panel and to the gloss iiderrte Glazing: SYC Lip Lite with the yield strength Fy(min.)= 6,200 psi k TUC Lip Cite with the yield strength Fy(min.)- 4.674 psi - OA sizes 9.8.5" wide x 65.85' wide secured w/(16) /8 x 1.75' Phillips Pon Head Screws. The from an' sealed with sTrcone caulking (Dow 795) to side6le panel and to the gi= Integral lush Glazed - Tne sidelile sosh face panels are molded to receive " ed " ed GI_ ( Dow79' Th toss is attached to the sdelits face sheetwith sawn, glazing coinTABLE OFCONTENTSSHEET DESCRIPTION r 105.5" MAX. OVERALL FRAME WIDTH LL WIDTH 36.625" MAX. 36" MAX. PANEL WIDTH PANEL WIDTH W/ASTRAGAL D n ry J tr oZ 2 24.5" 2 Z 2MAX. p o 4.5 o = i e , ap o-JIx Via. O X in X 0 IIJACTIVE B IIYE DOUBh W/SIDELfTES OUTS WING UNIT G INCI F OLITSW NG UNfi OPTION Il W/'SURFACE BOLTS SEE DETAIL 'A' SHT.3 74.5 MAX. OVERALL FRAME WIDTH nr l uODELs 68. 5 MAX. OVERALL WIDTH - 36. 625" MAX. .' VIEWED L2.4..j' 5' PANE1 WIDTH -I FROM INTERIOR.LO. I W ASTRAGAL J LU O f . o -J A 24. 5" tl z 2 MAX. X = v WD.L.O. TYP.) wUJ J ^ 40 v o CS / ly+ x O X. O in 'a 1b in ccNACTi AG tO L SIN W/SIDELITES OUTSONGM I DOUBLE OUTSWING UNIT F- OPTION, IIW/ SURFACE BOLTS DESIGN PRESSURE RATING OPTION I WUT SURFAE BOLTS +47.0 PSF -47.0 PSF WIH SURACE OLTS k +70.0 PSF -70.0 PSF OPTION 11 WI/NTODJkME83ER l(CBAST RA;AL X. O > DTH F- tr tVO 00MAX. WIDTH7D.L.0. O O ao2 AX. D. L.O. CC Z .r7LIP LITE D.L. O. WX. O OTEGRALLITEpO. 3BOTH FOR IDELITES) LU a 5" MAX. ME WIDTH 375' MAX. WIDTH 125' MAX. D.L.O. MOTH LIP LITE 0" MAX. D.LO: TH INTEGRAL LITE TYP. FOR 30TH SIDELITES) 1, W e111LptNG nNsuLTANTs. INC 513.654. 3831 s,uh N.T.S. via. ev: WLN aoc. ev' RW Nc No. 5-2161 am 1 or 9 Z - °. . . . cd Le i ° °•• %°• TO W to e 2iya :o•.•. 2 I 1.68" MIN. . O ' Q •h I 1.56, MIN. ' .0- Q o O PANEL TM PANEL 7HK o j>.•oo 29 29 x SEE GLAZINGSEEGLAZING 28 DETAILS 28 m 2 DETAllS xW F 14BO 1CQE@IQ9. a J a 48. 48 3 X 0 6 1 B-oYJ_. p n too50 SEE NOTE • 0.29 8 SHT. 4 O'.o. 39 7 19 7b .. z 50 z 8 8 to f. _ N 4// 51 1 SEMM 2 OUfSW1NG ODOR PANEL W/ HIGH DAM 2 OUTSM7NG DOOR PANEL W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) U f,\ 1p GPI i 1 LTY'-REDI-- - rj - orinu /ry 1 13 Lu Nco oo m zQ 0 U 3 SEE NOTE SHT.4 O : O O v=i 34^< D 0 Y o p0 crw apo 4 r in V PANEL THK. 000,0 0 42 c p p SEE GLAZING DETAILS GJ O 0hWRr H As HoSLOB I ERfOR 49 V A1in 3 V MV G 0 io o ° M n v IZTiO m p o D 3mK Yk' 1 p °- 42 N 20 0 0 p 34 o m u 00p 33 SEE NOTE49SFrr. 52 43 SEE NDTE5SHT. 4 v Qr N 2 PANELZOUTSWINGSIDELrrE THE CROSS SECTION IS opKSU TANTS_ O SHOWN W/THE CLASSIC 813 6g4.3831 CRAFT" FLUSH GLAZED k 3/4" GLASS DATE. 11/5/O1 SCAM" NTS sr. WLN oa BY: RW DPAr NO_ S-2161 ortsr 2 cw ', ASTRAGAL RETAINER BOLT 8.0" LG. TOP BOTTOM (2) BOLTS t[ AT TOP & (2) AT BOTTOM s a Jm a INACTNE SEE NOTE 2 SWA I. 1 i J U y IWa1 v H 1 3 O ASTRAGAL OPTION 1). a I C- 1IIN 3 sFCT10N 3 O SIOELRE TO BUCK V o00 oy v ( OPTION tl SVRFACE BOLTS) Z 43 T^ otu 3 33 SEE NOTE 2 34 9 SHT.4 aI nNTAL cRoss sLcnQ --//. r Y% ct 3 O MULLION 1': U J J• L, W BUIIDINO CONSULT^- 11C e, 3_ 6 xtc 1_ 1/5/0 uxr: NTS c e . WLN H e , RW N NO_ -- S- 2161 3 O 9 SHIM SPACE n38 wNll hillq6NVIA i YI Uz N J w Lu . RIOR N 7 6 8 v INTERI R 1 15' MIN. 1 H RItom' NT CRO S CTI T: C-SINK 4 LATCH JAMB TO BUCK, v.. 1.75" MIN. NOTES. EMBED. 1. THE SIDELITE SASH FACE PANELS ARE A40LDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 18 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 17. 3, 5, 18.25", 40.5'59.25. 74.25. 76.25" & 78.25". 3. THE H,EAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) SEE NOTE 1 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT SHT.4 EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0', 19.75', 33.5, 47.25, 61.0 & 74.7'. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A $8 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER o _ ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP N H N FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. U w7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A jf8 x 2' SCREW. WHEN ATTACHING w ^ THE HINGE TO THE JAMB AND THE SIDELITE AT THE kn MULLION USE A 110 x 1 3/4" SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I' x 0.04' DUE WIRE BRADS AT 2" FROM EACH END A MAX. OF 12' O.C. 2 1 ONT RS CT10N • 15" MIN. 4 HINGE JAMB TO BUCK, C-SINK 1.15" MIN: nl EMBED. e w 34 P 33 rz SEE NOTE 9 THIS SHT 25' MAX. SHIM SPACE SEE NOTE i 7 SHT. 4 II' 3 HOR ONT RQS CTIN 4 ® STRIKE JAMB TO SIDELRE 11117..E \ AC J - v 0 ouj O co Ov)0co— I8s0to MOW, Omo 3¢ WL 813. 684.3831 NTS or. W5 er: RW we No: S- 2161 r 4 .1 3 HOR ONT RQS CTIN 4 ® STRIKE JAMB TO SIDELRE 11117.. E \ AC J - v 0 ouj O co Ov) 0co— I 8s0toMOW, Omo 3¢ WL 813. 684. 3831 NTS or. W5 er: RW we No: S-2161 r 4 . 1 I SEE NOTE 3 SHT. 4 SEE DETAIL "F' SHEET 5 FEA 6" 6 6_ 3. 3' 3 6" 6' 6. 3" .3 3" 3' 3. I 1. 1 I I I I' I 13 I I 113 I 7 3 TYP. TYPI Tom• SEE DETAIL SEE NOTE F" SHT. .5 ETAIL 6 SHT. 4 SEE DETAIL t.3 G" SHT. 5 - TYP. SEE DETAIL _ H' SHT. 5 D' 51 1 1 TYP. 3- --i i--I N- 3' 3' 6" 6" - SEE D E SHT. 5 SEE NOTE - TYP. 6 SHT. 4 t3 SEE NOTE D: TYP. 4 SHT. 4 51 52 TYP. 1 1 I 3' F^ 3" 6" 3. 3. 6 6. U 1 JaN co O N 000 L MZOn i 6 6 r 13ESM4NOTE 1 0 Ld W3 Q co n 1671 N Lu a TYP. aNSEE DETAIL N -E- SHT. 5 0; lx- v; TYP.°jSEE DETAILSHT. 5 C" C. TYP."G" 51 iYP. SEE NOTE 4 SHT. 4 SEE DETAIL p^— y "H" SHT. 5 SINGLE DOOR - DOU_ m F DOOR W/SIDES 1 a DRILL THRU FOR A 0.357" BOLT DEEP NOTE: 1 ENOUGH FOR A 2" o z BOLT THROW USE REM 13 A g8 x 2 1/2' PFH WOOD SCREW T SEE NOTE ATTACH THE STRIKE AND DEADBOLT ZTES TO THE 1 JAMB OR ASTRAGAL EXCEPT IN THE MULLED SEE NOTE 7H15 SHT. elxtDtn 7 4 SURFACE BOLT APPLICATION WITH THE SIOELRE USE ITEM 43 A 8 oa S.ULT 0 13 43 STRIKE PLATE 2- PFH WOOD SCREW. 813.684-W3t 43 37 wis 11 /5/01 11 FTAIL "H" 0 0 RETAINER BOLT HOLES wue N.T.S. OPTIONAL SURFACE 10 SURFACE ATE O BOLT STRIKE PLATE O A B3e o s 6 w _ STRIKE PLATE CENTRAL@` a`$ MA er: RW ASTRAGALS STRIKEPLATE 13 43 5-2161 10 BOL i S7RN KE SURFACE LATEESEE NOTE DETAJL " G' MANUFA j M NAME DETAIL ' E" THIS SHT. SHEET 5 OF i roil i. r , SEE DETAIL K" SHEET 5 6" 3" 3. 6 6' 3" r 6" 3" --{ 3. 6 3" 3" l 6• I I I I t3 -_ 13 SEE NOTE 3 SHT. 4 SEE NOTE SEE NOTE icy TYRSEE DETAIL n 3 SHT 4 6 SHT. 4 SHT. 5 a; Oi N tn n TYRe DETAIL G SHT. 5 73 - SEE DETAIL N SEE DETAIL E' SHT. 5 SEE DETAIL TYP. ir) J" E" SHT. 5 N 7YP. H' SHE 5 J' 13 TYR J• - SEE DETAIL "K' •K• SEE NOTE G" SHT. 5 .M. 51 51 _ 4 SHT. 4 1 i 51 TYR 1 - "M' L TYP. 1 1 ITyp1 52 _ TYP. 3' 3 3' SEE 3. ' F•— 6" 6" 3. SZ 4 SHT.T. 4 43' 6" TYR SEE DETAIL H' SHT. 5 SINGLE DOOR W/SIDELITES DoUBIF DOOR NTLLAl FL(7,TtRMA IgoOok.70 LJ O 03 ao_ W o= r mzon C3 ! s W to O W^ Q co EEO a z h J ZO J inJ O olV, 513. 654.3831 m- 11/6 01 uM N:T.Sw s. or. WLN a er: RW Av as S- 2161 m 6 of f i 0.5' GLASS _ i BITE SEE NOTE i TAPPHg8x1 1/4" STEEL INTERCEPT SPACER 1 /7• INSULATED TEMPERED GLASS JNC DETAIL CROWN 11•/ ICIASSIC f RA 7r TCM I D'F EE&ME_ SIDELITES ONLY) 0.5" GLASS _ BITE SEE NOTE 1 TAPPHJBx13/ 3/4" STEEL INTERCEPT SPACER 0.5" GLASS BITE THICK DOWAINGGLTHCOMPOUND- Y SEE NOTE 1 z THIS SHT... 1/8' TEMPERED N 1/8' TEMPERED GLASS GLASS 1/4' AIR SPACE 00 e e o ee p 3/4' AIR SPACE 1/8' TEMPERED rj — ° ° p Y TEMPEREDitGLASS GLASS 8 x 1 3/4" PPH 3/4" STEEL INTERCEPT SPACER og cl n ATFD TEMPERED GLASS A 71NG DETAILSHOWN W/ 0625' THICK DOW 795 r. aC CRAFT' SMC LTTF FRAME GLAZING COMPOUND REQUIRED FOR DOOR PANEL) 0625" THICK DOW 795 0.5' GLASS BITE GLAZING COMPOUND x 1/8' TEMPERED Z r= GLASS TEMPERED 0 v GLASS w O O OQ 1/2' AIR SPACE A 3/4" AIR SPACE O 0 O O 1/8' TEMPERED z = GLASS 1/8" TEMPERED SEE NOTE 3 THIS SHT. a y GLASS InS/4"' INSULATED PEBEDStL6SS 71N . nFTAJ HOWW 1/2" STEEL INTERCEPT SPACER CLASSIC CRAFT' INTEGRAL G IN 0625- THICK DOW 795 SIDELRES ONLY) GLAZING COMPOUND INSULATED TEMPERED GLASS DAZING DETA!1 SHOWN W/ I RAFT M FRAM S L L 1. THE 27.5' x 50.19' DOOR LITE IS SECURED WITH (16) 18 X" 1.75" PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0 . 13.75 AND 24.5- FROM THE LEFT SIDE. THE SIDE STILE ANCHORS WERE LOCATED AT 3.0 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)B x 1.75" PHILUPS PAN HEAD SCREWS SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5". 16.5'. 27.5" 38.3750. 49.375- AND 60.375". 3,, THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECENE THE INSULATED GLASS. O> F= N O ao o0°j ZO„^j U g LLj O O 3Q00 cc GO a CprS . e o $ 0 813.654.3.884.3831 CENTRAL 11 /5/01 N o UNG. NWC3,8a i o ` F A p m ar. WLN rlJl i Gi any er. RW f ,I ^ D uY No_ T lily ir,V A _ S-2161 n 4.03 OCC I ATCH SIDE STILE 3 RED CORE MATERIAL. LVL OR LSL OAK CAP 1.54- -- 42 SIOFI ITF TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE r— 1.47' --{ co CC BOTTOM RAIL OWOODCOMPOSITE h--1.077- { 1 S4" --i vnFl RF RI ANK SIDESill F 36 FINGER JOINTED PONDEROSA PINE 1.47- 1 F m CC TOP RAIL OWOODCOMPOSITE g O O w O O II 097- - I O 4 x 4 STEEL DOOR HINGE9 39- RED OAK CAP CC H1.46- INGE gIDF STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL- PONDEROSA. RADIATA, PULAI, ELLJOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. L/lL DIM. +VARIES W/GLASS THK. K40 x 1.79- PT 1HREAD SCREW. Y410R DW 4.0— r aye irtf tRat¢ 28 11 1.375- #p8-H1oZ- PLASCREW T— 1 DIM. VARIES H w/GLASS THK: ^_ NA FT L 4.565- T =--T 0 2 35 38 WOOD FR4A1E C, uii, 4.615- 2.203- t 1 T a0 79 OIRSWIN BUMP FACE ALUMINUMIYQOD R 5 050' WALL TYP.. 1 HIGH DAM THRESHOLD 39 813.5g4.3831 DWr- Hf: WLn c .9r: RW ruA c No, S 216611 lam 8 w ! I i 592" G E N 6.0" 1 S02W 1 Ld i N MU o ASTRAGAL RETAINER BOLT N 1 3 Q MATERIAL- C/R ROD ZINC 11 J-- YELLOW CHROMATE O W 10 R H MP ION R TRI FOAM CELL CORE W VINYL JACKE3. z o s n N 1.158 O " Fya p Y' p Up U K J7 DRILL TRU FOR clv' rn A8 PI --WOO DRILL TRU FOR °' SCREW 2PLCS 357" DIA. ASTRAGAL u RETAINER BOLTS m 0.35" WINDJAMBER II WR68T STRIK COMP E SWEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET 1 RETAINER BOLT rg g no A B. o.A.FaoCEN8 a a+ a N N N MANUFACTURER N zZ v BUII I CO p riNSUL ATM tw 1.767" -i MASTERER F R g fT, # . 554=1 am 11/6 01 24 SCAMNTS WINDJAMRFR II WR68T ow. or, WLN ASTRAGAL (ALUMINUM 052" WAI L TYP.) aw- UY: RW au n,c w 5-2161 sHCEr 9 of 9 4 0.5' CLASS SITE SEE NOTE 1 THIS SHT. 0 e e 8 x 1 3/4' PPH 1/4" STEEL INTERCEPT SPACER 1'/2° INSULATED TEMPERED Gam.: SIDEUTES ONLY) Y z Nw 1/8" TEMPERED L/ 8- ASS 1/4' AIR SPACE TEMPERED GLASS 0625" THICK DOW 795 GLAZING COMPOUND 0.5" GLASS SITE SEE NOTE 1 THIS SHT. 0 ° 1 ° J8 x 1 3/4" PPH 3/4" STEEL INTERCEPT SPACER 0.5' GLASS SITE — Y z SEE N 1/8' TEMPERED T v GLASS O O OO o IPPH 3/4' AIR SPACE O O O 1/6' TEMPERED SEE NOTE 3 THIS SHT. x 1 GLASS 3/4' STEEL IN 1/2- STEEL INTERCEPT SPACER - 0625' THICK DOW 795 GLAZING COMPOUND 1" INSULATED TEMPERED GLA55 e iNr DETAL SHOWN W! SAFT- M M L 1. THE 27.51' x 50.19' DOOR LITE IS SECURED WITH (16) 18 X" 1.75' PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0', 13.75 AND 24.5" FROM THE LEFT SIDE. THE SIDE STILE ANCHORS WERE LOCATED AT 3.0", 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 RAJL 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. 0625" THICK DOW 795 GLAZING COMPOUND 1/8" TEMPERED GLASS 3/4' AIR SPACE 1/8" TEMPERED z GLASS o N 1' INSULATED TEMPERED GLASS GLAZING DFTNL SHOWN W/ CI A_SSIC CRAFT" SMC LITE FRAME_ REQUIRED FOR DOOR PANEL) 0625" THICK DOW 795 GLAZING COMPOUND 1/5" TEMPERED GLASS 1:/2" AIR SPACE 1/8' TEMPERED GLASS ag n `3 16 4"' INSULATED TFI.PFi2 D GLASS ri EI& DETAIL SHOWN W! CLASSIC CRAFT' INTEGRAL GLAZING SIDELITES ONLY) AL Y: . l ` a ' T Nrr tr v 813.664.3831 re 11/5/01 uL NTS c. ar WLN n er RW G W04 S-2161 m 7 of 4.03" OCC LATCH SIDE STIR 3 RED CORE MATERIAL LVL OR LSL OAK CAP f-- 1.077'—} I SIDELITE 70P do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1.47 —^i n ccm CC BOTTOM. RAIL O WOOD COMPOSITE f-- 1.077' --1 L 1.54" ---i D I !T Bi /+NKSIDE STIL 36 FINGER JOINTED PONDEROSA PINE 1.47 --i CC TOP RAIL OWOODCOMPOSITE O O ff O O 097' f"-' O 4 x 4 STEFI DOOR HINGE9 39' RED OAK CAP o O 1.46' CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE.. MATERIAL: PONDEROSA. RADIATA, PULAI, EW0T711, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. Illi K40 x 1.79' PT THREQ J SCREW. UktoR 01& 4.0— as rry Frt.:.e 28 1.375' --- /6-10 - 1 1/2' PPH PLASCREW pgllDIM. VARIES CLASS T)4K. % g j l 6s`A YVq 4.565" T — 0 2 35 38 WOOD FRAME JZI 4.615' 2.203' T 0 ig O(IfSWING BUMP FACE. ALUMINUM/WOOD THRESHOI 050' WALL TIP. HIGH DAM THRESHOLD 39 O r\ Cc N 0 co o00Ln.a=1; 2 Z O 1.,) oWo Lu a 813. 584.3631 S ECHK. NTS wu 0 p. pq V er: RNNi 8 OF K40 x 1.79' PT THREQ J SCREW. UktoR 01& 4.0— as rry Frt.:.e 28 1. 375' --- /6-10 - 1 1/2' PPH PLASCREW pgllDIM. VARIESCLASS T)4K. % g j l 6s` A YVq 4. 565" T — 0 2 35 38 WOOD FRAME JZI 4. 615' 2. 203' T 0 ig O(IfSWING BUMP FACE. ALUMINUM/ WOOD THRESHOI 050' WALL TIP. HIGH DAM THRESHOLD 39 O r\ Cc N 0 co o00 Ln.a=1; 2 Z O 1.,) oWo Lu a 813.584. 3631 S ECHK. NTS wu 0 p. pq V er: RNNi 8 OF I RIP Material FIBERGLASS 2 3 47' 14. 4 CC Wa RU -TRU LYL OR t5l & OAK 1.9: x IA 5 N07 6 POLYURETHANE USED FOAM BASF, 1.91bs. DENSITYgF AM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRUAMLONGREACHCOMPRESSIONWEATHERSTRIPTHERMA-TRUEELg4x4HINGE :097 THK. ERMA-TRUSTEEL 10 10 x 3 4" LG. PFH MOOD SCREW Kn a to Frvn a 11 10 x 1 L.G. PFH WOOD SCREW STEEL 12 13 NOT USED 18 x 2 1 2" L.G. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL 16 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. OOD 20 HEADER 4.565 x 1.17 ERMA-TRU PONDEROSA PINE WOOD 21 22 NOT USED HINGE JAMB 4.565' x 1.17' -TRU PONDEROS4 PINE WOO 23 KIiRKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER II WR68T .052 WALL ALUM.G600665-T6 25 GLAZING, 1 2 INSULATED TEMPERED G1f55 26 27 NOT USED 8 x 1 L.G. STEELG. PANHEAD SHEET METAL SCREW 28 PLASTIC IF LRE FRAM SMC 7HET2MA-TRU . S mc With Id siren h F mm. = 6.200 psi STEEL 29 K40 x 1. PI IRREAD SCREAM, M4pR Dk 4.Q= FOR "Lu Z8 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 1 x 0.04 Ok WIRE BRADS STEEL WOOD 34 35 3 8 COVE MOLDING BLV4K ,NMB 4.565 x 1.17 -TRU, PONDEROSA PME WOOD 36 SIDEUfE SIDE 9111 IHERMA-TRU 154 x .67 PONDEAOS4 PINE WOOD 37 10 x 1 3 4 1G. PFH WOOD SCREW STEEL 38 LAT04 4W 4.565 x 1.1 -TRU PoMIDFR0S4 WOOD ALUM. 39 HIGH WATER DAM THRESHOLD SILICONE 40 SILICONE CAULK 4 1-1 NOT USED 5 POHDE7t051 WOOD 42 54)EIJfE 10° & 80fi0Y RAL TRU, ISt x STEEL438x2LG. PFH WOOD SCREW 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 C W. - U TCM with field siren th F min. = 41674 so 47 8 X 1-3 4 PPH SCREW FOR ITEM Z8 & 46 STEEL 48 IGLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS CLASS 50 CC BOTTOM RNL (1.50' x .883' TW -TRU MTX)D C01P09IqW WOOD CDMP051fF 51 3 16 UPCON AIK3KYU4C F1C0. 1.75 MBl LC. STEEL 52 3 16 TMt ON ANCTIORAG ELCO. 25 k IL. STEEL 592" O L> 8.01 ¢pw a o = r; r coN1 O ASTRAGAL RETAINER BOv LTcCN_N (rL O MATERIAL: C/R ROD ZINC n < 3 YELLOW CHROMATE W 2 IL O0NG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET z N a < LZi n 2 N , J}I1-1-58"m m L" N 1 I UpV DRILL TRU FOR ~' vow 0 J' q$ PFH WOO DRILL TRU FOR °' o ` m o, z SCREW 2PLCS .357" DIA. ASTRAGAL a a RETAINER BOLTS I m R68 LA TRIKE WTPTWINDJAMBERIISEO COMPRESSION WEATHERSTRIP Bl THERMA-TRU Imo- 1" RETAINER BOLT FOAM CELL CORE W/VINYL JACKET i(,' Tjr JLA N C N MANUFACTURER 1\AME. C V " u; K coNsu 1, 757 — MASTER FILE # p 24 scxc WINDJAMBER 11 WR68T_ N75 W ASTRAGAL ( ALUMINUM .052" WALL TYP.) cw_ er. a+ k er: RW on•. wc wo.: 5- 2161 Fcairn9of