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HomeMy WebLinkAbout231 Venetian Bay Cir 04-2885 New SFHr- PERMIT ADDRESS CONTRACTOR ADDRESS Morrison.Homes_,, 151 Southhall Ln #200 Maitland, FL 32751 407 257-6940 PHONE NUMBER cxc 041929 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 6 A DATE 8 1CI -% `i- PERMIT DESCRIPTION c PERMIT VALUATION SQUARE FOOTAGE C7 d r cn cn 0 H c r 0 City of Sanford Certificate of Occupancy This is to certify that the building located at 231 Venetian Bay Circle for which permit number 04-2885 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: F. Ortiz 03/ 24/05 Engineering: D. Richards 03/ 23/05 Public Works: J. Crumpton Utilities: Blake Fire Department: Zoning: Morrison Homes Property Owner 03/ 23/05 03/23/05 Q)a yy 03/25 Building Official Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family**** 03/21/05 04-2885 231 Venetian Bay Cir Morrison Homes Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ZEngineerinu Public Works Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) r 1 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family**** DATE: 03/21/05 PERMIT #: 0404_ ADDRESS: 231 Venetian Bay Cir CONTRACTOR: Morrison Homes PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Zublic ring Fire Works os- C Zoning _ Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I 41 4 v CERTIFICATE OF OCCUPANC a I REQUEST FOR FINAL INSPECTIM I kA I I I New Single Family** DATE: 03/21/05 PERMIT #: 04-2885 I ADDRESS: 231 Venetian Bay Cir CONTRACTOR: Morrison Homes CLzUJ u.. V o PRONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works Zoning tilit s Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . . Parcel Number Alternate location ID Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240745 23.19.30.502-0000-0850 231 VENETIAN BAY CIR 3/23/05 15:29:52 Free -form information LOT 85 *************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2885 PD 8-20-04 SEE REC#7117 3/4"WA METER SET FEE $190.00 PD 8-23-04 REC#7117 F2=lam&kiss-: F3=Exit F5=Special Notes F9=Parcel Notes 1"'"i"!,v f--O a7.0 h j?Sr2;fg 1 3?r gar ; ;lLr# . 4_—'-`'4".1 go—,..--..—..-. r—*:.. _ .. tng o F;1C6 JXt"it l'ch L'-f 1[ain3.13 jvf•JV J 99 ;;,p.` 1i1 DET-1 a1iC.e"'" Neevt, SCI I:a-, or AMPS 1 ,asl z A3ig €ion Change e` Sc, nia fyie sda t4 i ReSddeLrlO?a`l g sl-Crrh a t IP,3Y tDri layow i< r(d? ari / New Co6lddtterc3"ll; n# ESf Fj a 7RF O: Waa1v & a3 3Y€s L_rt W,CW1137ws plumbit3"' m Of WZ16 clasegS fit poi 2i`wrE 21 oc- cip"Incy Type, Residential Co5 ir—;se:ciai i7dd3?se Eli dd<6;cpAt> a FAa'a'm),": C0n4trns4in one: t Of 510EieS: ev lIfi'. UFi"itloe: ll -W—,A form b rj..red fcrr lri i ( yr X Parcel #' fiit s r evccar of €A3rarR sPri + TLs-F mr --- p cNcrbPRim c) Owners Name Acidfess: Phone: Contractor Nmrne & Address: .•AImATFin P? ATD f Amil------ LIMait License limberRU Phone -'- Fax: Bonding Company: Address NI0rtgage Lender: - - - - Address: Arch iiecUEnaireer Phone: Address' _ Application is hereby grade to obtain a pcmriii to do the'iron: and insiallaEions as indicated. I cep y'hat no work or iZs lla on has eonznienc"eti pr;oi to the. - - issuance of a pi„ it aid that all work k ill bt to rt starida,ds Of all laN115 segmlafirig eons-; ct on it) this jur isdictdon. i ande?stiandahaf a separate pe nit must be secured ;or ELECTRICAL IOtZ PI UAhii C: SlOi iS, -WELLS, POOLS, FURNACES, BOILER—', REAT€R—S, Tfijq s, and AIR CONDITIONERS, etc. OWNEReAFFiDAVIT: i ce, ffy that all of the foregoing in loo-,-,rintjein is acrt!rate a_rd that Ell niosk ssM be done in com harice w eh a31 appliczl l<" i .w:: i c.p:,Jl Ting cobs ac ro 2?cZoning, 'N, (i (!TWO TO 0 i rtom' "OUR FAIL Ur? 10 RECORD A 1,40 i ACE OF COitiAdF1;ICFIvfeiaT V A' " UL n,1 y(j! I)' 1 / , DqG t i'riCE FOR W- PROV MENT5 TO y0U? t'a0 ER i Y. U YOU iNi ; eFNID €O ORlt.-Ird r`! fANCThic-,CO-NSU WI! :SOUR LENDER OR Aj r ATTORNEY Bi FOPF RECOPJiING YOURNOTICEOFCOtIit'tENCEMEiVT. NOTiCE;l L-r addition, to the requirenents of this Perm it there r7tay be additional restrictions a licab;e :o pro. c th `, so ` Dp ' ) o rri Uic puahcrecor,L oe this county, andthere ma) be additional required ,: o n tithe gout r nenL en iL es such as Mai ,,. a el t-i ,is state gencics, ni i,.drr l egtncres" Acceptance of pernit is verification that i Neil notify the own, erOf the property of the require of raga w; FS 71 : n 2004 SignatureofOwner/Agent Date S atu of onczctor/Agent Date BERT G. DELLO RUSSO rr Print Owner/Agent's NamemContractoAgent's N e uttr ? 2004 Signature of Notary -State of Florida Date Si -nature of N 1-_- State of Flonda Date Owner/Agent is _ Personalh r no-n to Me or Produced ID AN'LIC'ATION APPROVED BY: Bldg Zoning Imiial cY Date) ti;riCiJl l )ndilions- " C oniractor/Ae:-: a ZPersonal;,' Known to Me or Produce, . PD: Initial cC Date) (( ni! ia lC)la:Naaae zr 111 MIRINDA C. TURNER T f i FXPj[jES: Juruo " ir. e007 o Bcneee Thn; N'Varj ? t"buc Ur,dcrerriter rm. 190 2-03-204 12:59171h1 FROM P. ) t CITY OF SANPORD PERMIT APPLICA7'lON Fernti(l/: D '\ gS Dale: Oat. b I 0 -1 -. Job Addr C;s: Description of Wock 1 ; (c f t M Risiorit District: Zoning:d— Value of Work: f Permit Type: Building PJeetrical Mechanical Plumbing Fire Sprinkler/Alum t Pool Eiectrlcal: New Servioe — q of AMPS Addition/Alteration Change of gcvAce Temporary Pole Mechanical: Residen4a) Non -Residential Repleoemeiu New (Duct l..ayout:& 1?. qU C7ala Required) Plumbinef New Commercial: 0 of Fixtures N of Water do Sewer Lines g of Gas Lines Plumbing/New Residential: N of Water closets. Plumbing Repair -Residential or Comme trial Occupancy Type: Residential V_ Commercial lndtsstr(tl Toul Square Footage: Construction Typt: ® of Stories: q of Dwslling Cltriu: Flood zotse: (PEMA form rngareed for ether them X) Parcel M: _ ( Attrth Proof of Ownership & Lagal Deserlpdoq) Owners Netoe AI,Addrau: Dom. \ . m Yl5Ua21o.O (1 : tr r t• , a.A - - . a s l - P6o.e: -t o Contractor Name dk Addreu: \ . 1` 5 s n t IA. M b ; R U -I-Toc 1 L' cI S l 0 D Ia r R V , f l d a CFL 1 t u State License Number. b Phone 6t Fax: -., 3 y a ^ 1 -- 6jont trtua: )ALQ V r Bonding Company Address Mortgage Leader: Addt-ass: -- A rch li ece/E nglne ar: Phone: Address: Fax: Application is htmby tnadc to obuin a permit to do the wort and installations as indicated. I certify t)ut no work or installation has oommeneod ptlor to theistuancoofapermitandthatallworkwillbeperformedoDmeettxVA"Al of all laws regulating oonsttucliou in this jurisdiction. I understand that a separatepermitmusthe.stcurod for ELECTRICAL WORK PLUMBINO, SIGNS, WELLS. POOLS, PURNACES, 8011-©RS, HEATERS, TANKS, andAIRCONDITIONERS, etc. 030MAR_ S AFF_ ITDA VIT: I certify that all of the foitgoing Information is accurate and that all work will be done in compliant with all applicable laws regutaengconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY "SULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. If YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NQIICIE: In addition to the mquiremems of this permit, there may he additional restrictiont applicable to this properry out may be found in the public records ofthiscounty, and there may be additional permits required from other goycrrif ennil entities such aYlwater management di6trices, state Agencies, or federal agencies. Acceptance of perm it'cation nas [ will cooly the own) d operty of the rug me ofFt Law, IS 713. Sigoa ac Sig of o Agent Da 0- WwHnQ _ VCt s Priwrte / Agent's Nam —reP ' Contractor/Agent' Name Signnature of Noury-Sure of fkuida sec Signature of Notary -Bute of Florida - Date DEBBIE BLANTON Owner/Agent is _ P- crso".Jjy Known m Mc or Con c Ptoduccr110_® Eii$84'g1- 1. 000-3=NOTARY - FL Notary Discount Assoc. Co. APPLICATION APPROVED 8Y: Bldg: Zoning:. uuliticc Initial & Date) (Initial & Dare) (Initial k Date) (initial Q( Date) Special Conditions: souidx' 3 i - A a trLN LEGG tto!ss!wwoo NN uetulto uele), d" a Karen Gilman My' Commission DD315674 awn Expires May o3, 2oo e U Zlerx 4* K4Bociate8 .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 MLapp,o,f Survey BEAR I NG DISTANCE L 1 N 89°59'43"E 50.00' L 2 S 89°59'43-W 50.00' LOT 75 LOT 74 LOT 73 LI LOT 85 B' GRADING 5.500 SO. FT. u, a; N nM O 20 O O .O cOV.PCH, 7 O 40.0' CUMBERLAND 2823 C ELEVATION 0 LOT 84 SINGLEDFAMILYk W LOT 86 o v aRESIr111FIN. FL. W I\ wELEV.: Q 15.4 Q O 43 DI w O > O 140'Ai O ~ 0 0 20.0 0 u Ln V1 N O M N V1 189.00' 0 L 2 FLAWS REVIEWED CITY OF S,A14FORD N 1 P.C.P. - - - N 89° 59 ' 437E 574. 00 ' P.0 P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F - PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRPTION.' Lot 85. " V E N E T I A N B A Y according to the plot thereof as recorded in Plot Book 63. at pages 84 - 88. of the Pubic Records of Seminole County. Florida. SETBACKS: Max Coverage - 64 i Front 25' Rear 20' DATA FLOOD HAZARD DATA: The Parcel shown hereon bes within Flood Zone "X" Side 5 ' Corner 15' SITE WERVIOUS SO. FT. - 44 ' according to the Flood hsurance Rate Map Community Panel Number Minimum Lot Width 50' LOT SQ. FT. 120289 0035E.Dated 04117195. IMPERVIOUS AREA -2422SO. FT. City of Salford. Community Number 120294) Note: Bearings shown hereon are referenced to the CIL Flood Zone determination was performed by graphic plottinngq from Flood hsuronce of VENETIAN BAY CRCLE as being S 89°5943-W. Rate Mcps provided by FEMA. No field surveying was performed by this Firm to Vertical datum is based on NGVD per Engineering determine this Zone. The exact zone location con ordy be determined by on. elevation construction plans by Neal H i I I e r Engineering. hc. study. We ossune no responsibbty for actual flooding conditions concerning this parcel Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on %pg o P 0 S E D. Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark Ors onset O.R.B. Official Records Book were located. subsurface/aerial encroachments, if any, 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 CIL CenterlineaCentralor (Delta) Angle PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown CALL Calculated P.C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed CB Chord Bearing P.G. R Page P.R.M. Permanent Reference Monument temporary Benchmark shown hereon. CD Chord Point5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument P. 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) FD. Found P.I. Print of Intersection 6. The legal description shown hereon is as furnished by client. Fin.Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature PT. Point of Tangency7. Platted and measured distances and directions are the same unless otherwise noted. rp. Iron Pipe R Radius 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod RED Radial Line Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, orYPP 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 O Denotes P.C.P. (Permanent control point) I.S. Land Surveyor Mea Measured TBM Temporary Benchmark 0 Denotes Permanent Reference Monument 2004 Herx &Associates Inc. All rights reserved9 N/D(N&D) Nail and Disk N.R. Not Radial TYP. Typical Fence symbol (see drawing) X—X• Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor an r This survey meets the requirp e s o/ the F rida Minimum Technical StaOdarits as contained, Crab r 61G17- Florida Administrafivp Code. y iWillsA. Herx, P-L.S. Florida Register Darae L. Przemieniecki, P.S.M. Regisfe William R. Herx, P.S.M. Registered Sur Herx & Associates Inc., State of Florida Surveyor and Mapper No.6030 Sr and Mapper No.6092 4937 Sketch of Legal Description This is not a Survey Drown by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : i-- 30' Plot lan performed: 06-22-04 Found otion Survey: Final Surrey: Revisions . Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) February 18, 2005 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 85 Venetian Bay, 231 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 231 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 85, "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, Ailliam sociates Inc. 4-4 Herx, P.I-.S. Vice President WAH/dd FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM . ELEVATION CERTIFICATE Read the instructions on pages 1- 7. O.M.B. No. 3067-0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For insurance Company Use: BUILDING OWNER'S NAME roucy Numoer MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number 231 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 85 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#1!) ® 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 65. 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 I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 15. 6 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) o d) Attached garage (top of slab) 15. 3 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 15.0 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 14.9 ft.(m) o g) Highest adjacent (finished) grade (HAG) 15.Oft (m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Registered Land Surveyor No.'3182 Florida SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIER'S NAME William A. Herx ILICENSE NUMBER PLS 3182 Registered Land COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Dou as A ue Altamonte Springs FL 32714 SIGNA RE 1/ ®`' , DATE TELEPHONE t V/AM/ February 18, 2005 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 231 Venetian Bay Circle CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offical, (2) insurance agent/company, and (3) building owner. 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. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is ft.(m) _in.(cm) above or E] Wow (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 owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are conect to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official vi'o 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 i 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 communityassued 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 i IT zrerx C. 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 1 N 89°59'43"E 50.00' L 2 S 89°59'43'W 50.00' LOT 75 LOT 74 LOT 73 LI LOT 85 5.500 50. FT. a; u, cv M O O O 20' O O 5.0 1 Cov. PCH. 7 • O 40.0' CUMBERLAND 2823 C ELEVATION 0 LOT 84 SINGLE FAMILY Q W z LOT 86 RESIDENCE f ^ FIN. FL. ELEV.: Lu 0 w Q 15.6 Ln w O O >.- O O~ c o 20.0' OO a :2 20.0 j z N'o REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F " PRIVATE ROADWAY CITY.OF SANFORD LEGAL, DESCRPTION.. Lot 85. V E N E TIAN BA Y accordny to the plot thereof as recorded in Plat Book 63. at pages 84 88 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone Y. according 'to the Flood Insurance Rate Map Community Panel Number 120'289 0035E.Doted 04117195. City of,Sonford, Community Number 120294) Flood Zone determination was performed by graphc plotting from Flood hsuronce Rate Mops provided by FEMA. No field su-veying was performed by the Firm to determine this Zone. The exact zone location con orJy be determined by on elevation study. We assure no responsJba'ty for actual flooding condiions concerning this parcel. General Notes: 0 - 2 2— y - L1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurfacelaerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surfaceor formboard. B 4. Elevations shown hereon; if any, are assumed and were obtained from approved C Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed C temporary Benchmark shown hereon. C 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C. Rights - of -way of record whether depicted or not on this document. No search of the E Public Records has been made by this once. F 6. The legal desc iptlor• shown hereon is as furnished by client. Fi 7. Platted and measured distances and directions are the same unless otherwise noted.- I. 8. Copies of this Survey may be made for the original transaction only. I. Denotes W Iron rod with yellow plastic cap marked LB4937 or LS3182 or L iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. L O Denotes P.C.P. (Permanent control point) L to Denotes Permanent Reference Monument N 2005 Herx & Associates Inc. All rights reserved N Certification: Not valid wlthout tha slgna re an a original raised seal of a Florida licensed Surveyor and r This sur)eymeefs the requirements o h lodda Mi ium Technical fan as contained in Chapt 61 7 Flo ' Administative Code. a William A. Herx, P.L.S. Florida Registered Land Darae L. Przemieniecki, P.S.M. Registered Survi William R. Herx, P.S.M. Registered Surveyor anc Herx & Associates Inc., State of Florida LB 4937 9yor No. 31B2 and Mapper No. 6030 pper No. 6092 r E B 1 ry 2005 Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5943"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering. Mc. Job Number 2001. egend INAL Mea Temporary Benchmark o/ s O. R.B. onset Official Records Book assumed datum) PB Plat Book OW Back of sidewalk PC Point of Curvature 2 Centedine PCC. Point of Compound Curvature Central or (Delta) Angle P. C.P. Permanent Control Point ALC Calculated PG. Page B Chord Bearing P.R.M. Permanent Reference Monument D Chord P/L Property Line M. Concrete Monument P.O.B. Point of Beginning L. or ELEV Elevation (Proposed) P.0.C. Point of Commencement EL. Elevation (Measured) P.I. Point &intersection D. Found PRC Point of Reverse Curvature n. FI. Elev. Finished Floor Elevation PT. Point of Tangency P. Iron Pipe R ' Radius R. Iron Rod RAD Radial Line Arc Length RES. Residence B Licensed Business R/W Right -of -Way - S. Land Surveyor TBM Temporary Benchmark Measured TYP. Typical " D( N&D) Nail and Disk 41 y1_ Fence symbol (see drawing) R. Not Radial X—X- Fence symbol (see drawing) Drawn by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scole 1'• 30' Plot loin performed: 06 22 04 Foundation Survey: 10-22-04 Final Survey: 02-16-05 Revisions . CITY OF SANFORD PERMIT APPLICATION Permit #: dy or %9 S___ Job Address: q P r r, Description of Work: n j W: 'r''t { -' Historic District: Zoning: t Value of Work: Date: Permit Type: Building Electrical <— Mechanical Plumbing Fire Sprinkler/Alum pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential 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: _ BC*i Aso n eo\rk . ink. arNs Attach Proof of Ownership & Legal Description) Phone: 7` fp9 — (a d 14 — 0 ()S) Contractor Name & Address: M- S (` L —rvc 104 3 3 State License Number: _ — w o J stl Phone &Fax: "'tiffs-h 1i%, WotttactPerson:_ CtTi}i`7 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the rtqui is f Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contra / t Date e sir E r" c u 'C' - h Print Owner/Agent's Name Print Cclo4ctor/Agent's Name Signature of Notary -State of Florida Date Si of N tary -State of Florida JeRW& Mmodowar My Commission DD272809 o p Expires December 07 2007Owner/Agent is _ Personally Known to Me or Contractor/Agent is `! Personally Known to Me or Produced ID —Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: Initial & Date) FD: Initial & Date) COUNTY OF SFMTNOLE TmPArT ME 9TATFMFNT nY rTTY or SANFnPn STATFmFwr @||mnFP B11*11DTN(*1 PFRmTT TY i)NT " Uw7T AnDPFS9c v TRAFFIC 7nwF' ' J\|RT9DTrTTON; o6 -r37,Y LAND USE CATFGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Sinqle Family Hovse: Detached Constrvctinn FEE BENEFIT RATE FEE UNIT RATE PFR # & TvPF TOTA| n||F TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit it 705.00 $ 705.00 ROADS COLLECTORS NOW O dwl unit $' 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT D $ 2,205.00 STATEMEN RECEIVED SIGNATUR Wc"o, rn^n. N",.c/ /- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO' NOTIFY nNNER AuD ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRTBUTTON: 1- COUNTY 3-CITY 2-APPLICANT 4-cOUWTY NOTF** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHT[H ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF 4 nUI!DIuG PERMIT: PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLTCANT, OR OWNFR' T/ APPEAL . Ar CALCULATIONS OF THE RDAD, LIBRARY SYSTEM ANn/nR EDUCATIONAL (SCHOm ) IMPACT FEES MUST BE EXERCISED By--FTiTNG A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OFTHE RFCFIVJNG SIGNATURE DATE ABOVE, BUT NOT LATER THAN CFPTIFIC4TO OF 8CCUp4NCY DR OCCUPANCY. THE RFcV] EST FOR REVIFu MUST MEET THE PFQ|]IPFMFNT9 n7 THF COUNTY LAND DEVELOPMENT CODF, COPIES OF THE RILES n[!FRN7NG APPFA|S MAY BE pICKFD UP) OR PEQUESTFD, FROM THE PLAN ImPLEMFNTAT7nN nFrrrF' 1101 EASTFIRST STREET, RANFORn, FiDRTDA 32771; (407) A65-7474. PAYmFNT SHOULD BE MADE Tn: CITY OF SAwFORD BUILDING DFPARTMFNT 300 NORTH PARK AVA| 1F SuNpnPn. F! 7?771 PAYMENT SHOULD BE BY ? HECK OR NOwEY O9DER` &ND SH"!yD THF 9T4TFMFNT NUmBER AND CITY PU7iD7un PERMIT NUMBER AT THF TnP FFT Or THE unrTCF, T*TR STuTFOur IS oALTn ONLY IN rnuj"urrTnw mTru 7nq/AwCr nr A*** r4mILY nn?LnINn APermit # Job Address: Description of Work: Historic District: CITY OF SANFORD'PERMIT APPLICATION G Zoning: Value of Work: Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential . 1114 Commercial Industrial Total Square Footage:- • A Construction Type: GM LL # of Stories: # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel #: 23—/ / ! 30— 50`— 0000- a J6- -. o (Attach Proof of Ownership & Legal Description) Owners Name & Address: Q Yfev' l S/ SOUrd-MU, MM!F 0 M%t TC fiNA 3, y 5 1 Phone: 7 620077 Contractor Name &Address: / f j`l/% //104C(S0AJ A an&_s f IdcVf& , 4i&UQ / State License Number: G G 1.3 2 V Phone & Fax: t7 QQ 07 0 S7 Contact Person: dJ/1rH CGAtC."—' Phoner}07)QS 7 I Y Bonding C Address: Mortgage Lender: / Address: Architect/ Engineer: Mob%G n an ,994 _ Thone: % Address: dtJ7 WCbi tll /// ..j I L oi71 i) Fez:: Application is hereby made to obtain a permit to do the work'and installations as,isdicated./lecerti. that n%wo&4 installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws re gulagng on on to thigijurisdiction. I understand that a separate permit must be secured foe ELECTRICAL WORK PLUMBING, SI'rt pSPWELL j' C.11S FU N ES, BOLL S, HEATERS, TANKS, and AIR CONDITIONERS, etc. A 1a 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 NOTIQ.5 OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such s water management districts, state agencies, or federal agencies. Acceptance o it is verification that I will notify the owner f the property of the requir, , e s of Florida Lien Law, FS 713. i o d Signaturof Owner/Agent D to Sr ature of Contractor/Agent 1e >• N a c Iy v NIA O L 2 N $ Print OwnePrint Contract r/Ag t'!) _ Q o V.Signature of ota - t lorida Date Signature of Nota -S lorida Date tad ae . 5 1 `. wm o rOwner/Agent is . V Personally Known to Me or Contractor/Agent is Personally Known to Me or Q 't _ Produced ID Ni4 _Produced ID N/ FD: APPL ATION APPROVED BY: Bldg t [ Zoning: Utilities: & Initial &Date) (Initial & Date) (Initial & Date) ( Initial Date) Special Conditions: alQ hAe Olaf I'll c@ off. rr• Conk Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 347784283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05375 PG 0071 CLERK'S # 2004106947 RECORDED 07/06/2004 0109140 PM RECORDING FEES 10.00 RECORDED BY t holden CERTIFIED COM MARYANNE MOI CLERK OF CIRCUIT COURT SEVINOtiE COUNTY. FLOMDB KEP-U Cum VAL 0 8 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance. with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. H 6. 7. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. Street Address / i ftJ C Sanford, FL General description of improvements : New single family residence 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 Fee Simple Title Holder: N.A. 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: Surety : N.A. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. - 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration dat of notice of commencement : One year from the date o ording. Date Signed : Signature of Owner's Agent, Marck Bakun Sworn to and subscribe efo a me this by Marek Bakun, who is personally known to me. 2J`pRY PUe o - U. A. CLERK MY COMMISSION # DD 214811 EXPIRES; June 27,2007 Signature of Notary: Notary Seal: 9rFOFF\OP Bonded Thru Budget Notary Services Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re—web.sen-inote—county_title?PARCE PARCEL DETAIL 1 ' ' Q Back Seminole County FC!'QY I'Fti!!6Q P c%rrvirrs 1 I01 K. f Ir5{ N—C 1Strford Ff. 11771 44) 7.4i 6.5-7 51 r'a 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0850 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 Property Address: &1-VENETIAN:BAY.CIR SANFORD-3277.1r . Land Value Ag: $0 Just/Market Value: $26,000 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 85 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 8:07 AM LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: EACH AN AGENT OF: TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO Cd . THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFO D AT LOT NUMBER : SUBDIVISION: ADDRESS: d'S AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIG ATURf OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: DATE: BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. J c000 0000coecwcnuauono..ean0000ao n000a noaanae U AURA K. SIGNATURE OF NOTARY: NOTARY SEAL. eExpires rW20Maerzorzao Bonded twougi 80(a432-4254) Florida Netarl Assn., Inc.. Q—q......... -............................... cl.... a Herx . mociates 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 MLa,PNEf Survey BEAR I NG L 1 N 89° 59 ' 43 "E L 2 S 89°59'43"W LOT 75 1 LOT 74 LI LOT 85 B" GRADING 5.500 50. FT. u, a; N DISTANCE 50.00' 50.00' O O 20. O 5.0 COV . PCH. 7 40.0' CUMBERLAND 2823 C ELEVATION LOT 84 3 r11 O O 0 O O N o SINGLE FAMILYRESIDENCE M FIN. FL. ELEV.: 15.4 43'D 40'W 0 20.0 20. 0—) rr777777 n Ln 0 0v u, LOT 73 Luz LOT 86 189 . 00 ' ! i 1''i `'i I i L 2 PLANS REVIEWED0 CITY OF SANFORDNI v.c.P. - - - N 89°59'43"E 574.00P.c.r. REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50' R/W) TRACT "F - PR I VATE ROADWAY CITY OF SANFORD LEGAL DESCRPTION.• Lot 85. " 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 Pubic Records of Seminole County, Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone "X-. according to the Flood hstronce Rate Map Community Panel Number 120289 0035E.Doted 04717/95. City of Salford. Community Number 120294) Flood Zone determination was performed by grcphuc plottxln qq from Flood hstrance Rote Mops provided by FEMA. No field su veyng was perFormed by thus Frm to determine this Zone. The exact zone location con oriy be determined by on elevation study. We assurne no responsUty for actual flooding condtions concerning this parcel. SETBACKS: Max Coverage - 64. Front 25' Rear 20' [SITE DATA Side 5 ' Corner 15' RVIOUS SO. FT. - 44 -Minimum Lot Width 50' S0. FT. IMPERVIOUS AREA - 2422SO. FT. Note: Bearings shown hereon ore referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Ned H i I I e r Engineering. hc. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on PR 0 P 0 S E D. Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark O/ S O. R.B. Offset Official Records Book subsurface/ aerial encroachments, if any, were located. assumed datum) PB Plat Book 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, it any, are assumed and were obtained from approved CIL Centerlined FCC. Paint of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown 11 CALC Central or (Delta) Angle Calculated P. C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed C8 Chord Bearing PG. Page temporary Benchmark shown hereon. CD Chord P. R.M. Permanent Reference Monument 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and PIC.M. Concrete Monument Pit P. O.B. Point of Line Point of Beginning Rights - of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Public Records has been made by this office. FINAL EL. Elevation (Measured) p 1 Point of Intersection 6. the legal description shuwn hereon is as furnished by client. FD. Fin. Fl. Elev. FcunJ Finished Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. Iron Pipe PT. Point of TangencyI.P. 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod R RAD Radius Radial Line Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB Licensed Business Rv Right-of-way O Denotes P.C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mea N/ D(N60) Measured Nail and Disk TYP. Typical 2004 Herx 6 Associates Inc. All rights reserved 9N. R. Not Radial Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor an r This survey meefs the regwrj e sot the F rida Minimum Technical StaO ds as contained ip C6ab r 61G17- Florida Administrat' Code. William A. Herx, P.L.S. Florida Register Darae L. Przemieniecki, P.S.M. Regisfe William R. Herx, P.S.M. Registered Sur Herx B Associates Inc., State of Florida Surveyor and Mapper No. 6030 rand Mapper No. 6092 4037 Sketch of Legal Description This is not o Survey Drawn by: AH Checked by: OP Prepored For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot Ian performed: 06-22-04 Foundation Survey: Final Survey: Revisions . J TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Building Job Identification: Z2823AP SupplyIAddress1VENETIANBAY Y Address 2 LOT 85 a. (3I, I,klfcxrrrapany ORLANDO TRUSS DIVISIONJurisdiction: CITY OF SANFORD DBA General Building Design Information SMYTH LUMBER CO. P Florida Building Code - 2001; Chapters 16 and 23 VD. 27: hgineer: ANSI/TPl 1 AP03 ' - Design Loads FA153Roof: 37 PSF Floor: 55 PSF Wind: 120 MPH ASCE 7-98 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709OrBuildingDesigner: e21-Jun-04 Tr: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 41 Plus Standard Details Truss ID: F1 H10 spa..,•• F13 E1 F14 E2 a F2 c1 F10 C2.. Ft s w F11 C3 ,. C - F15 C4 Etiti ft q 6 F E P11 F8 C5 F7 C10 _ a E( E(E'E F9 BEAM D S31Li F4 14 E PIT "tIWE Ilik FIGI g F5 . a E€Ii f E E F6 i p ro f xnE ... 1"T E , R3' I 01 R4 PLANS E € (tE (E RSrtrtaa'p y 4 tS U ` .. yaw E p. ;e. A IW.,, €: %!Y`k: C I Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 3' bath duct 3' bath duct to roof Cap 3' bath duct to roof cap w/fan to roof cap w/fan NUTONE 696RNB w/fan NUTONE 696RNB NUTONE 696RNB IWIERIypPER S....- 0•vtrone I enamclma w4mda4a MIS n7as SOm j 12 .... 15 ...7... e.4 4• 4r 50 IIN WSW e240V rK 7a'- ar ireae 3v<a 79d6 plop e... row III I• 200 Ml rarn by 4 rap6blldd 42X42 A/C SLAB v pgrc0 BY SLDR MIN 2' FROM WALL 55 r. M fo+f0 raq' za• t, 27F-- 4: 4' e 3' bath duct r if. v I RO2 i Ov 2¢0 to roof cap 1 tmdo r w/fan lNU10NL696RNB OPY MB lrcd ima lace95 Mist hove a nirinun clearance of 4 Inches around the air h6rdter net the State Enerov code. All duct has an r=6 Insutatlm value. fT 00 NfD (co, F. t N F ' oC V" m x ZE 1' U Vi A m Q W c M on on, o 0 0 CO o (U A Z Z Q O J N o W fU PqCY m lJ = oA xciting V4 O_ d) T Co d J ( G 1\]VEFTITIONAL- FF.AME I' GOFNEF`-.I In'I 12 FITGH IOO DO 0. 717 771 C4 E2 Z4 F f" F13 1 o- IN IL- 4 i' 1' 11, !0 J ALL EIJTFY E+EAM'S ' AFE 81' OTFJEFs TOE 0 13'4' FL HT. EGOI` JD 'TOFY PLATE HEIGHT TO LSE I`' 11 %i &' ALCOVE FINISHED FLOOD FLOOR JOI`T':) MAYDE ADJUSTED SLIGHTLY FOP. ZND TOF`r' FLUMDING 0 This placement plan shows the designation and relative location of each truss component cnwTFACTOF and is to be used in conjunction with the correspondingg truss designs. The Truss Engineer's Mr_FF tON HUMS J responsibility relative to this structure consists solely of the design of the individual trusses, e truss - to -truss connections and does not include the design of any supporting structural elements. 2623 A ( The building des Iggn professional has final approval of the truss framingg and/or truss ADDFESe placement plan. The design of the temporary and grmanent bracing, the diaphragm system, THE GUMDEFLAND shearwalls and structural elements to resist( latera bads from wind and/or seismic activity is W OF'T.FEAF G theresponsibilityofthebuildingdesiggnprofessional. Additional approval by the building OV.FOFGH William M. Ranieri PE design professional shall include, bu( not be limited to, design loading, lengths, profiles, pitches and depths. SCALE GATE LA'ig1T ID. DFnwN ev FLLic. No. 42764 hK3hE n/03/113 ZLd23AF FH 9aN9N93AP14e23RP: VCB-2/1R/JA 4 VIC I V 6; W/ F,AISED I -EELS 8' e° ac r ON Moo, < I/ 2' <MJ FF.AME WALLS 1C REEF FeeON HOLD TFLKiSES W/ RAISED FEELS• ('TF u, RACK I' Ohl Mocr f 1/ 2' Ohl FFA1.E WALLS MYTH L-LUDEF FOOF TFI i5' DIVI',101v1 2722 70UTH APOFKA 2L_VD. APOFKA, FL 3Zk', 407) 2qq — 15ZZ FA;< ( 107) Zqq — q15:',, Engineerinq Gertificote of Autllori ntiorl # AZ18 NOTE`, D IT 6 THE ftUEFS FE`N'O"FLITY' TO VEMY TFU55 FLA(EA¢NT FLAN Al.o TFV3S D %--ft D£AMAY5 A M rT FIELD lk* PTkMl ArU DE"KN FITENT. IFEFERENGE: 5EGTKN IA.21) AN5VTn I-Ig51 AFFF, OVED: NAPE f,,NTI SKi. ED--______________. DATE 2) TFLI`i5 M15T NOT CE GUT OF ALTERED N ANY WAY WITHOUT FRIOR, AUTH ,,IGATKMJ DY SFAYTH TFU%S WWANV F, 7fY;. 3) TES THAT AFE U.IT OF ALTEF.EDW THOJT AUTHOnZATOJ W'LL EE FEFAreo OF, EEFLAGEO AT GUSTONEF,'S EXFE1,6E. 4) DAGKG.HAF(ES OF ANY KM W'LL NOT rf GRI- XEFEO WITFkAJT I'MR CEVEW At WFITTTI rAM04T E1Y W, TH TFLF+S GO4fANr: DETAIL- S 1) Fffff. TO HD g IF,EGOM.EMATtMK FOF HAhf> I M NSTALLATKN, AFD TEAfOFAFY MAGI 0 FEFEF. TO E1461.EEFED DFAW 165 FOR.' FEF, MANENT MAGNc FEOLKED 2) ALL TF,US'-ES INYA-LOFK7, TFL95E5 IMEF, VALLEY FF.AM5T AihT EE UMFLETEL\' DECKED OF. F,EFEF, TO VALLEY 71155 OETALS FOF ALTIMMTE CFAC", Q(AFEMIWTS 3) ALL VALLEY5 TO DE 601WENTI0J41-LY FFAI. ED 15\' MILDEF 4) NTEFVF LOAD MAMS WALLS F) FLOOR ,kT`iTS MA'i ADJJSTED LF TO a 1,0 CIE' FOR, 2ND STOF,Y FT-U.eI V, ALL FLOOR T"_S, HANCiEFS TO DE SI+fS/MI TH4. 12'2 OF 4 fKANT-5A(,) M H42'2 MLE55. NOTES On CF,W15E. V • HUS26 OR THD26 lei • HHUS26.2 OR THD26.2 C9 - MHUS28.2 OR TH028-2 q1 • HHUS48 OR THD48 E) • HGUS26-2 OR THDH26.2 Lb - HGUS28-2 OR THDH28-2 oI - HGUS28.3 OR THDH28.3 5) • SUUR210 OR SKH210UF 2)- HGUS48 OR THDH48 KI- THA422 OR MSH422 J • THAC422 OR MSH4221F IR • HUC410 OR MD4101F Pj - THJA26 OR HJC26 THTS DWG PREPARED FROM COMPIITFR INPHT H OAD A DTMFNG10N51 SIIRMITTFD RV TRIICC MFR- F 1-0-8 W=L.5X4 2.5X4 j 19-10-0 Over Continuous Support R=109 PLF W=19-10-0 Note: All Plates Are MA Except As Shown. PLT TYP.Wave TPI R Design Crit: TPI STD 6.10 ,. QTY:1 FL - 1 - - R Scale WARNING**- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANDG T C L L 40.0 PSF .REF R 3 5 2-- 43995BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,` .LS! INSTITUTE, 583 D'ONOFRIO DR.,SUITE 200, MADISON, WI 53719), .FOR SAFETY PRACTICES PRIOR TO oq PA'CIFICPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE. PROPERLY ATTACHED •4 •. T C D L 1 0 0 PSF DATE 1 0 D 6 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE'A PROPERLY ATTACHED RIGID CEILING.V / / IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No. 42704 = ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :* BC DL ` 5.0 P ( F SF ' J DCCRW L T ' E N G SiTUSR352 03279122 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN _CONFORMANCE WITH TPI; " OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND I APOPKA, FL 32703 BRACNG OFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN- : STB C L L 0.0 0 PSF OF ; Q /W MR r.407-299-1 522 SPEC FICATIONPUBLISHEDBY THE AMERILAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE + ' O ••• TOT L D. 55 . 0 P S F S E Q N- 42650 CONNECTORS ARE MADE OF 20GA ASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O ••• s- •• FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p R,O ••'•••.. ••' PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING - v UNA1- D U R F A C 1 . 0 0 - F R 0 M . S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTDESIGNSHOWN. THE SUITABILITY AND. USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct0 6 ' ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1S6S352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ZZ6JAP - f L) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR,FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 20.29 BC From 10 PLF at -0.12 to 10 PLF at 20.42 TC 1800 LB Conc. Load at 20.29 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5" TYP• 2X4 III 2X4 ( R) 4X6= 3X6= 1- 0-8 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** CALCULATED VERTICAL DEFLECTION IS 0.40" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 9-1-4. 27. 5" 1- 8 ^-1-^ 3X6= 2. 5X4= 2.5X4= 2.5X4= 2.5X4= W=2.5X4 4X6= 2X4 III W= HS2512 = B2 4X6= nYa=. 9X4111 9X4111 9 nxa— 3Xh- 4X6= 3X8-- R= 1106 W=3.5" 3X6= 20- 6-8 Over 2 Support 4X6= R= 2929 W=7" T 2X4R — 1- 4- 0 8 9- 4-yI L PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI STD 6.10 1 awwft, QTY:10 FL 1 - - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEO 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 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 CONNECTORS AT I ARE ON P MADE SOFD 20GABY TASTMHE MA653ER AGR 40R GAL V. EST AN STEEL, EXCEPT I AS I NOTED. TPI. CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAVx4GS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. U! pM /! tIFIC 11 7•. F4g yg V to E Y N0. 42704 STATE OF ;' 0 0 Fill ` AAcc Oct 06 ' 03 T C T C BC B C T 0 T L L D L - DL ILL L D . 40. 0 10. 0 5, 0 0. 0 55. 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 43996 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407LPINE 299-1 522FAX: 407-299- 91 53 PROFESSIONAL ENGIN EERING CERTIFICATE OF AUTHORIZATION # 9216 DATE 1 0/ 0 6/ 0 3 DRW SLTUSR352 03279123 S L T - E N G W M R S E Q N 42743 DUR FAQ 1 ( i`0 FROM SLC SPACING SEE ABOVE JREF- 1S6S352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, L CtlCSHF' - I-4 TOP,CHORD 4x2 SP #2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP 42 WEBS 4x2 SP #3 LOADING ON THIS TRUSS CALCULATED_BY JOB -DESIGNER, AND MODIFIED*** SPECIAL LOADS LUMBER DUR.FAC.=1.00 PLATE DUR.FAC.=1.00) TIC From 100 PLF at 0.13 to 100 PLF at 15.83 CALCULATED VERTICAL DEFLECTION IS 0.07" DUE TO LIVE LOAD AND 0.03" DUE BC From 10 PLF at 0.00 to 10 PLF at 15.96 TO DEAD LOAD AT X 11-10-12. TC 187 LB Conc. Load at 12.19, 14.19 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2X4(R) . 1-0-8 2.5X4-- 2.5X4= 3X4= 2X4 R -- 1T4: 0 8 9-4-d 15-11-8 Over 2 Supports R=147 PLF W=11-7-0 R=400 W=6.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI STD 6.10 QTY:l FL 1 R Scale WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0. 0 P S FBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED A •••"•"• ?/ 4 (LS F C.q • r•. T C D L - 10.0 P S F REF R 3 5 2 - - 43997 DATE 1 0 / 0 6 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. s 3 ; NO.42704 e DRW SLTUSR352 03279124ROOFTRUSSDIVISION. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 1 7C T BC OL.. 5.0 PSF 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND OF t BC LL 0.0 PSF SLT-ENGAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - STATE0 ••,oR1000NNP'/ WMR 407-299-1522 AS T 0 T L D FAX: 407-299-9153 EACHCTFACEOFTRUSS. ANDOGA UNLESSOTHERWISE LOCATED ONTHISDESIGN. POSITT ION CONNECTORSCONPERORS TO p••... .,... •r V VV NA1. 55 . 0 P S F S E Q N - - 13162 D U R F A C. 1.00 c FROM DRAWINGS160A-Z. THE SEAL THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS J L C CERTIFICATE OF AUTHOR17ATION #92 18 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 06 '03 SEPARTICULAR SPACINGSEE ABOVE JREF- 1S6S352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. LCt5L.1AP - !'7) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 1005 PLF at 0.12 to 1005 PLF at 3.50 BC From 10 PLF at 0.00 to 10 PLF at 3.63 1 1-7-8 4II.51" 1-7-8 5" TYP• 2.5X4= 2 X 4 III 2. 5X4= 2X4 (R) 2X4 (R) 2X4 III 1-0-8 1-I4 8 9 - 4 - D_L__' 2.5X4= 2X4111 2.5X4= 2X4 III 3-7-8 Over Continuous Support R=946 PLF W=3-7-8 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER. AND MODIFIED*** TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave TPI R Design Crit: TPI STD 6.10 QTY:1 FL - 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND • v` P ,,• ••• RA _ T C L L 40.0 P S F R E F R 3 5 2-- 43998BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MAOISON, Ni 53719). FOR SAFETY PRACTICES PRIOR TO •R C,Q •• o PERFORMING THESE FUNCTIONS. UNLESS OTHERW00' INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED : G' •.si T C D L 10.0 P S F DATE 1 0 / 0 6 / 0 3 S MYTH LUMBER CO. STAUCTUR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N0. 42704 ' ' o ROOFTRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1•• BC DL 5.0 PSF DRW SLTUSR352 03279125 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP i; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND iQ STATE OF Q BC LL0.0 PSF SLT-ENG /WMR A POPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN s 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 9O •' Q Rl `'•:• CONNECTORSAREUABLEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO X T 0 T. L D. 55.0 P S F S E Q N- 42389 FAX: 407.299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ss aNALEN' PROFESSIONAL ENGINEERIN(L DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R. F A F.. 1.00 FROM S L C RES* NSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT1FOOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O c t 06 ' 0 3 SPACING S E E A B O V E J R E F- 1 S 6 S 3 5 2_Z 0 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS'& DIMENSIONS) SUBMITTED. BY TRUSS MFR. TOP CHORD;4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 j -7-8 Over 2 Supports, R=187 W=4" R=187 PLT TYP. Wave TPI R Desi gn Crit: TPI STD 6.10 u 0TY:2 FL - 1 - R Scale WARNING** TRUSSES REQUIRE EXTREME CARE 9N FABRICATION, HANDLING, SHIPPING, INSTALLING .AND A R.Ai- T C L L 4 0. 0 PSF REF R 3 5 2-- 43999BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE A {"•.••••••. Vl/ INSTITUTE, 583 D'INOFR IO DR., SUITE 200. MAIII N, WI 53719), FOR SAFETY PRACTICES PRIOR TO H ' RilF C •'•. -tPERFORMINGTHESEFUNCTIONS. UNLE SS OTHERIJI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED + . V arm ` T C D L - 10. 0 PSF DATE 1 0 / D 6 / 0 3SMYTH 'LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I a IMPORTANT** FUR N.I SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI NEER EO 1 • No. 4270 ROOF.TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO`A'C *- * BC DL 5.0 PSF DRW SLTUSR352 03279126 _ 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES. IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND. . STATE OF-;= BC LL 0.0 PSF .SLT-ENGAPOPKA; FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN WM.R SPECIFICATION PUBLISHED BY THE-AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • O R'O.• 407-299-t522 0 •'•, Q:'•I - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. .APPLY CONN CT S TO - FAx: 407-299-91 53 - E oR•( ff TOT. L D . 5 5 _ . 0PPSF - S E 0 N 1315 6 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER VS'OA4E 6 DRAIJINGS I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY -FOR THE TRUSS COMPONENT DESIGN SHOIJN. THE SUITABILITY AND USE OF THIS D U R ' F A C 1 .00 - FROM S L C CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS.THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - - Oct o6 '03 SPACING. 24.0" JREF- 1S6S352_Z06 I THIS 'DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS HER. LLtSL.SAF - V b) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1-8 5" Typ l. 2.5X4III 2X4 (R) _, 4X10- 3X4= 1-0-8 4; 23" SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 12-7-0 ROOF SPANS WITH 1-4-0 OVERHANG. ROOF LOAD: 20.00 PSF ILL AND 17.00 PSF DL. CALCULATED VERTICAL DEFLECTION IS 0.13" DUE TO LIVE LOAD AND 0.08" DUE TO DEAD LOAD AT X = 10-1-4. 7- 2.5X4= 2.5X4= 2X4 III 2.5X4— W=2.5X4= 3X4= 2X4 III 6= 4X6= W=2. 5X4 = 9 GYA= 7X4 ill 9 GYA = 'IYA- 2X4 III 3X4= 0-11-8 16-8-0 Over 2 Supports R=1858 W=8" T2X4R 1-4 i 0 8 8-0-AI — L 3X6= R= 776 W=3.5" PLT TYP. Wave TPI R Design Crit: TPI STD 6.10 ,rulmun, 0TY:5 FL 1 - - R - Scale WARNING** TRUSSES. REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M M R T c ILL 4 0.0 P S F R E F R 3 5 2-- 44001 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 4"; INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO t FIIC PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '4••. T C D L 10.0 P S F DATE 1 0 / 0 6 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : G IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.42704 S ROOFTRU55DIVISIONPRODUCTS, INL. SHALL NOT BE RESPONSIBLE'FOR ANY BEV IATI.ON FROM THIS DESIGN; ANY FAILURE TO. :y BC DL 5.0 PSF DRW SLTUSR352 03279154 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7 APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 'd STATE OF ;'Q BC LL 0.0 PSF SLT-ENG. /WMR 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ig O R`A •c, T 0 T. L D. 55.0 P S F S E Q N- 42701 CONNECTORSAREMADEOF20GAASTMA653GR40GAL . STEEL, EXCEPT AS NOTED. APPLY. CONNEC TORS TO V FAX: 407-299-91 53 EACH FACE OF TRUSS, AND .UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERINOe? DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ss aryA Nv D U R . FAG-. 1 . DO FROM M RESP^SIBILITY 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 O C t 06 ANSI/ TPI I-1995 SECTION 2. SPACING 24.0" JREF- 1S6S352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP, CHORD 4x2 SP #3 -SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 ***LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** SPECIAL LOADS LUMBE_R DUR.FAC. 1.00 / PLATE-DUR.FAC.-l.,00) - TC From 100 PLF at 0.00 to 100 PLF at 16.37 - TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.. BC From 10 PLF at -0.12 to 10 PLF at 16.50 TC 400 LB Conc. Load at 0.00 3X6= W=2. 5X4 = 2X4 (R) - 2X4 (R) 1-0-8 1 9-4-D_Y_ I4-0 3X4= 2.5X4 W=2.5X4 0 11-8 16-7-8 Over,Continuous Support I R=141 PLF W=15-8-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Desi gn Crit: TPI STD 19.633 0TY:l FL - 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND e T C L L 4 0.0 - PSF REF R 3 5 2 - - 4 1 6 9BRACING.,,REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 683. D'ONOFR IO DR., SUITE 200- MAD[SON, WI 53719), FOR SAFETY -PRACTICES PRIOR TO v.ASC,q '• F fs 4 PERFORMING THESE FUNCTIONS. UNLESS -0THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDr(f•: W TC D L 10.0 PSF DATE 1 0 / 0 6 % 0 3 S MYTH LUMBER C O. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N0..42704 ROOFTRUss DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODULTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO a BC DL 5..0 PSF. DRW SLTUSR352 03279320 272250UTN APOPH;A BLVD. FL 32703 BUILBRACDI NGHOFTRUSSESTRUSSE$IN CONTHOI SMDESIGNANCE ICONFORMS WITHAAPPLICABLE PROHANDLING, V[ SIONSSOFPPIN NDSG (NATIONALINSTA IDESIGN STATE OF BC L.L 0.0 PSF SLT-ENG WMR APOPKA, 407- 299-1522 SPECIFICATION PUBLISHED I THE AMERICAN-FOREST AND PAPER ASSOCIATION) -AND TPI.. ALPINE 0 P • / e.•••ORtO,.• FAX: 407-299-91 53 EACH FACE OF TRUSSE AND NLES STOTHERW ISEQ LOCATED ONE THISE 'DESIGN POSIT POSSITOION CONNEC TORSNPERORS TO nA O, C Vt V TOT.. LD. 55..0 PSF SEON- 17804 PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING. N OUR ' F A C ' 1 .00 FROM S L C RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USEOF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 06 '03 SPACING SEE ABOVE JREF- 1S6S352_Z06 ANSI/TPI 1-1995 SECTION 2. 1ZbZ3Af' - I-14 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMFNSTONsl SURMITTFD BY TRUss MFR_ TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR,.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 22.00 BC From 10.PLF at -0.12 to 10 PLF at 22.13 TC 400 LB Conc. Load at 0.00 3X6= 2X4 (R) W=2.5X4 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2. 5X4= 2X4 (R) = 1-0-8 rNli( 9-4-0 V 7" 3 X 4 = 2.5X4 W=2.5X4 = 2.5X4 = 0-11-8 jF 22-3-0 Over Continuous Support R=133 PLF W=21-3-8 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI STD 19.633 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR,. SUITE 200. MAD ISON, WI . 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING. OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER15CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL EN GIN EERIN DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Gil RESPLASIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92to COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - 0TY:1 FL 1 R Scale=.3125" Ft. R No.412704 :_ 1= STATE OF 0R10•.• A.' Oct 06 '03 TC LL TC DL BC DL BC LL TOT.LD. 40.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF REF R352-- 44170 DATE 10/06/03 DRW SLTUSR352 03279321 SLT-ENG WMR SEQN- 17801 DUR.FAC, 1.0.0 FROM SLC SPACING SEE ABOVE JREF- 1S6S352 ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.- LZt5Z.5AN F9) TOP CHORD 4x2 SP #2 SEE HIB-91 SECT 13..2 FOR ADDITIONAL BRACING REOUIREMENTS. BOT CHORD 4x2 SP #Z WEBS 4x2 SP #3 THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 9.00, STUD WALL (13.75 PSF) SUPPORTING 7-0-0 ROOF SPANS - WITH 1-8-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND`17.00 PSF DL. CALCULATED VERTICAL DEFLECTIONIS 0.11" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD AT X 9-10-4. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 20" 6- 7- 5" Typ. 2X4III 2.5X4= 2X4 ( R) = - 4X8= 3X4- 2.5X4= 2X4III 2.5X4= W=2.5X4 = 3X4= 2X4111 TI 2X4 (R) = 1 o 1-0-8 II 0- 8 8- 0 I: Lim 3X6= 4X6= W=2.5X4= 2.5X4= 2X4111 2.5X4= 3X4 3X6= 2X4 111 3X4= o- i1-s E 16-5-0 Over 2 Supports R= 1686 W=8" PLT TYP. Wave TPI R Design Crit: TPI STD 19. 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. HAN SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE"INDICATED . TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;-.- ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, .EXCEPT AS NOTED. APPLY CONNECTORS TO FAx: 407-299-9.1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON .THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS- 160 A-Z. THE -SEAL ON THIS- DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR. THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF. THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR -ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. I R= 806 u l 0TY:3 FL - 1 R Scale P SIFIC' I aE• j N0.42704 S1= a : STATE OF P' A1. 6 Oct 06 '03 TC ' LL TC DL 3C DL 3C ILL TOT. LD. 40. 0 10. 0 5. 0 0. 0 ,PSF 55. 0 PSF PSF PSF PSF REF R352-- 44002 DATE 10/06/03 DRW SLTUSR352 03279155 SLT- ENG WMR SEON- 19001 OUR . FAC. 1.00 FROM M SPACING 24.0" JREF- 1S6S352 ZO6 I. THIS DWG PREPARED FROM COMPUTER INPUT _(LOADS & DIMENSIONS) SUBMITTED BY TRUSS MEN. LCtSLJHY - r1V) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #1 Dense :134 4x2 SP #2: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 20.13 BC From 10 PLF at 0.00 to 10 PLF at 20.25 TC 615 LB Conc. Load at 0.12 TC 1508 LB Conc. Load at 16.85 CALCULATED VERTICAL DEFLECTION IS 0.34" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 10-5-12. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. 1 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 11.75" 9 4 8 `1 9-10-12 5" Typi. 5X6= 5X4= 6X8= 3X6 III W=2.5X4 = 3 X 6 III 5X4= W=2. 5X4 = 2X4 (R) — 6X8= 5X6= 3 X 6 III 5X4= 1 8 D 2X4 (**) 6X10= 3X6 III P qMill"Ar'll 6=1 ' 00000111 \/ ri maIi ri it \\ % isII 6X6= W= HS2512 R=2069 14=8" W=HS2512 = 6X10= 6X8= 20-3- 0 Over 2 Supports R=2256 W=3.5" T 1- 4- 0 8-0- oI PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI STD 6.10 0TY:1 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION,- HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO,HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE .•••••'•• TIC L L 4 0.0 P S F R E F R 3.5 2- 44003 INSTITUTE, 583 D'ONOfRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO 0 'Rr•.Q '• F O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ( r•.% TC D L 10.0 P S F DATE 1 0 / 0 6 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N0. 42%4 &' IMPORTANT** FURNISHACOPYOFTHISOESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINE EREO 1 i00F TRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOr BC DL 5.0P SF DRW $LTII$R35z 03279156 272POPKA. L OPKA327 BLVD. BUILD BRACING OFRUSSES TRUSSES. CONFORMANCEDES IGNI CONFORMS OWITHAAPPLICABLE PROVVISIIONSSHIPPING, NATIONALINSTALLING DESIGN ' tSTATE OFBC LL 0.0 PSF SLT-ENG /WMR APOPKA, FL 32703SPECIFICATIONPUBLISHEDBY THE AMER FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - j% •. 407-299- 1522 ,.• CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO `• T 0 T . L D . 55.0 P S F S E Q N - 42707 FAX: 407-299- 91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A1.(v PROFESSIONAL ENGINEERING f DRAW IAIGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING r D U R . F A C. 1.60 FROM M RESPONSIBILITY SOLELY FOR THE TRUSSCOMPONENTDESGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct 06 '03 SPACING SEE ABOVE JREF- 1S6S352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.. - TOP CHORD 4x2 SP #2 SEE HIB-9I SECT 13.2 FOR ADD"ITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 :62 4x2 SP #1 Dense.: WEBS 4x2 SP.#3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 PLATE DUR.FAC.=1.00)_ TC From 100 PLF at 0.12 to 100 PLF at 20.13 BC From 10 PLF at 0.00 to 10 PLF at 20.25 TC 615 LB Conn. Load at 0.12 CALCULATED VERTICAL DEFLECTION IS 0.30" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X _ 11-2-4. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1 21" 9-4-8 I I 9 1 1 5" Typ. 2X4III W=2.5X4 2X4(R),= , 4X10= 3X6= 3X4= 2.5X4= 2.5X4= 2.5X4= 3X4= 4X6= 2X4III 1-0-8 4 XLt6= 4X6= 82 3X6= 2.5X4= 2X4111 2X4111 2 5X4= 3X4= 4X6= 2X4 (R) _ T 1-I4-0 8-0- 2X4III 3X6= W=HS2512= 0 11-a j 20-3-0 Over.2 .Supports R=1849 W=8" R=1023 W=3.5" PLT TYP.-20 Gauge HS,Wave TPI R Design Crit: TPI STD 6.10 QTY:2 FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND PM _ M. p TC LL 4Q O PSF REF R35Z - - 44Q04BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE _'v` C` 1 INSTITUTE, 583 D'ONOFRIO DR., SUITE;200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ............. C ' _ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, -TOP -CHORD SHALL HAVE PROPERLY ATTACHED Y tGr4i r'•tg ;TC DL 1Q.0. PSF DATE 10/06/03SMYTHLUMBERCO., STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ON 1. ¢ IMPORTANT** FURNISH.A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' N0.42704 T ROOF TRUSS DIVISION .- PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .' *; 1. - ;, BC DL 5.0 PST DRW SLTUSR352 03279157 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ? ; STATE OF .. BC, LL D.O- PJOT - SLT.-ENG/WMRAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN - ? 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER15CAN FORESTVAND PAPER ASSOCIATION) AND TPI. ALPINE IC A ` CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O/:}..•.4OR1'01•r TOT. LD. - 55.0 PSF SEQN- - 42709FAX: 407-299-9 1 53 ! EACH FACE OF TRUSS AND UNLESS OTHERWI SE. LOCATED ON TH15 DESIGN, POSITION CONNECTORS PER Cnn ~•'•'•••' t• PROFESSIONAL ENGINEERING. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER? NG - v, ONA,„D V DUR.fAC. 100 FROM MRESPONSlBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE Sul ILITY .AND USE OF THIS -• CERTIFICATE OF AUTHORIZATION 89218 COMPONENT FOR .ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TP1 1-1995 SECTION 2. Oct Ob '03 SPACING SEE ABOVE JREF- 1S6S352_ZO6 2X4 (R) _ T 1-I4-0 8-0- 2X4III 3X6= W=HS2512= 0 11-a j 20-3-0 Over.2 .Supports R=1849 W=8" R=1023 W=3.5" PLT TYP.-20 Gauge HS,Wave TPI R Design Crit: TPI STD 6.10 QTY:2 FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND PM _ M. p TC LL 4Q O PSF REF R35Z - - 44Q04BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE _'v` C` 1 INSTITUTE, 583 D'ONOFRIO DR., SUITE;200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ............. C ' _ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, -TOP -CHORD SHALL HAVE PROPERLY ATTACHED Y tGr4i r'•tg ;TC DL 1Q.0. PSF DATE 10/06/03SMYTHLUMBERCO., STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ON 1. ¢ IMPORTANT** FURNISH.A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' N0.42704 T ROOF TRUSS DIVISION .- PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .' *; 1. - ;, BC DL 5.0 PST DRW SLTUSR352 03279157 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ? ; STATE OF .. BC, LL D.O- PJOT - SLT.-ENG/WMRAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN - ? 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER15CAN FORESTVAND PAPER ASSOCIATION) AND TPI. ALPINE IC A ` CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O/:}..•.4OR1'01•r TOT. LD. - 55.0 PSF SEQN- - 42709FAX: 407-299-9 1 53 ! EACH FACE OF TRUSS AND UNLESS OTHERWI SE. LOCATED ON TH15 DESIGN, POSITION CONNECTORS PER Cnn ~•'•'•••' t• PROFESSIONAL ENGINEERING. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER? NG - v, ONA,„D V DUR.fAC. 100 FROM MRESPONSlBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE Sul ILITY .AND USE OF THIS -• CERTIFICATE OF AUTHORIZATION 89218 COMPONENT FOR .ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TP1 1-1995 SECTION 2. Oct Ob '03 SPACING SEE ABOVE JREF- 1S6S352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. i ZZB23AF' F 1L) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #1 Dense :132 4x2 SP #2: WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 13" j 10-7-8 —1 f` 1p" Typ. 2X4 (R) 4X10= 4X6= 3X4= 2X4 III 2X4 III 1-0-8 1PEEPA VIA rnv— 1 — JA9= 4X6= SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 12-7-0 ROOF SPANS WITH 1-4-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17.00 PSF OL. CALCULATED VERTICAL DEFLECTION IS 0.31" DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD AT X = 11-10-8. 10-3-0 2 W=2.5X4 X4 (R) 3X6= 4X6= 2X4 III AU= .SAD= 3X4= 1 4-0 1-0-$. 9 - 4b- 0-11-s 21-11-8 Over 2 Supports R=2125 W=8" R=1081 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI STD 6.10 uw QTY:4 FL - 1 R Scale 3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND wM RA . T C L L 4 0. 0 P S F R E F R 3 5 2-- 44005BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO A"`F OPERFORMINGTHESEFUNCTIONS.UNLESSOTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Y j 3. 4 4r•:F p T C D L 10.0 P J F DATE 1 0/ 0 6/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t N0.42704 3 ROOF TRUSS DIVISION - IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 5.0 PSF DRW SLTUSR352 03279158 SLT-ENG WMR2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP I:OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND CONFORMS WITH APPLICABLE PROVISIONS OF NOS STATE OF t BC LL 0. PSF APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN (NATIONAL DESIGN SPECIFICATION PUBLISHED BY HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 90 •, P S E Q N 42712407-299-1522 FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTP1 A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y R,Q,•••` TOT . L D . 55.0 P S F D U R FAG. 1 0-0 FROM S L CDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING f's/OfyAi,E' PROFESSIONAL EN GIN EERINC;" RESNASI BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 2 4. 0" J R E F- 1 S 6 S 3 5 2_Z 0 6CERTIFICATEOFAUTHORIZATION #9216 COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 0 6 ' 0 3IF01995NSECTRTICULARANSI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LCbZ3Ah' F 13 TOP CHORD 4x2 SP.#2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS: BOT CHORD 4x2 SP #2 'B2 4x2 SP #1 Dense: WEBS 4x2 SP.#3 THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM •9.00. STUD WALL (13.75"PSF) SUPPORTING 7-0-0 ROOF SPANS WITH 1-4-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17.00 PSF DL. CALCULATED -VERTICAL DEFLECTION--IS.O.34" DUE TO LIVE LOAD AND 0.22" DUE TO DEAD LOAD AT X=.12--0-8. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I 10 7 8 115„ 10-4 1" Ty . 2X4 III 2X4 (R) 2X4 (R) W=2. 5X4 4X10= 4X6= 3X4= 2X4 III 2X4 III 3_X6= 4X6= 2X4 III 1-0-8 Mll& WWI# IWE I ' ii Mil 1 4-0 1-0-8 9 _4L0 —L 4X6= A 5 A 0— 3X6- W=HS2512 0-11-8 22-3-0 Over 2 Supports I R=1953 W=8" R=1102 W=3.5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. 20 Gauge HS,Wave TPI R , Design Crit: TPI STD 6.10 u QTY:S FL 1 R Scale 3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING. AND BRACING. REFER TO HIB-91. INSTALLING AND BRACING), PUBLISHED BY TC LL 40.0 PSF REF R352-- 44006HANDLINGTPI- (TRUSS PLATE INSTITUTE, 583 D'ONOFR ID DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR SO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T L•(XIFICq '•. g;Gv %'•.i~ ', TC DL - 10.0 PSF DATE 10/06/03 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. aT, N0.4Y%O4 / 22 ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE EREO. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO e i* BC DL 5.0 PSF DRW SLTUSR352 03279159 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALL.I NG AND BRACING OF TRUSSES: THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF DESIGN a ;' STATE OF ;•4 BC LL - 0.0 PSF. SLT-ENG WMRAPOPKA, FL 32703 407-299-1522 NOS (NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND. PAPER ASSOCIATION.) AND TPI. ALPINE O •• Q;:• OR%O:••rr` FAX: 407-299-9753 CONNECTORS ARE MADE. OF 20GA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER VSaNALF TOT. LD-. 55.0 PSF SEQN-- 42719 PROFESSIONAL ENGINEERING DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR . FAC . 1.00 FROM SLCRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 06 03 _ SPACING 24.0" JREF- 1S6S352_ZO6ANSI/TPI 1-1995 SECTION 2: 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Z Zd Z.5 A - 1-15) - TOP CHORD 4x2 SP #2 SEE HIB791 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.32" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X TRUSS MUST BE INSTALLED AS SHOWN WITH TO'P CHORD UP. 9-1-8 5" Typ. 2 X 4 III 2X4 (R) 4X6= 3X4= 1-0-8 3X6= W=3X6= 15.5" 2.5X4= 2.5X4= 2.5X4= 2.5X4= 2.5X4= 1- 8—— W=2.5X4 3X4= 4X6= 2X4III 2X4(R) = 1-4_; 0 8 9-4-DL 3X6= 19-6-8 Over 2 Supports R=1062 W=7" R-1062 W=3.5" PLT TYP. Wave TPI R Des i n Crit: TPI STD 6.10 uva* 0TY:9 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REOUI.RE 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 40.0 P S F R E F R 3 5 2-- 44008 INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .'(F(, ' fPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t1 3; Gir % T C D L 10.0 P S F DATE 1 0 / 0 6 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. / IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i10. 42704 n ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY. FAILURE TO a* * BC DL 5.0 PSF DRW SLTUSR352 03279127N 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND rQ STATE OF ; APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIDNS OF ADS (NATIONAL DESIGN 9 • S BC L L 0.0 P S F S L T - E N G / WM R 407-299-1 522 SPECIFICATION PUBLISHED BY THE Ah1ERICAN FOREST AND PAPER AS SOCi ATION) AND TPI. ALPINE 0 .• P:•( CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •y 0 R OWO T0T . L D . 55.0 PSF SE0N - 42741 FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHER141SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERPROFESSIONALENGINEERING'- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING/OIyp1D U R .FAG . 1.00 FROM S L C RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS - CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Oct 06 '03 SPACING 24.0" JREF- 1S6S352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. LLtSZSHN - rlb TOP CHORD 4x2 SP #2 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** BOT CHORD .4x2 SP #2 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC =1.00 PLATE DUR..FAC.=1.00)„ TC From 100 PLF at 0.00 to 100 PLF at 5.29 CALCULATED VERTICAL DEFLECTION IS 0.02" DUE TO LIVE LOAD AND 0.01"'DUE BC From 10 PLF at 0.00 to 10 PLF at 5.29. TO DEAD LOAD AT X TC 797 LB Conc. Load at 0.60, 2.60, 4.60 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I 1-7-8 24.5" 1-7-8 5" TYP l. 3X6III 5X4= 5X4= 3X6111 1-4-0 1-4-0 9-4- I 3X6= 2X4III 2X4111 3X6= 5-3-8 Over 2 Supports— R=1507 R=1466 W=4"" PLT TYP. Wave TPI R Design Crit: TPI STD 6.10 0TY:1 FL -'1 R - C 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 A •,•A 49 TC LL 4Q. Q PSF REF R352-_- 44QQ9 INSTITUTE, 583 DIONOFR IO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED v``C` v:'(1,'T F Cq '• G TF•.'p TC. DL 10.0 'PSF DATE- 10/06/03SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** sNo.42704 1 ROOF TrtussDrv151or1* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED-. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY-DEVIAT ION FROM THIS DESIGN; ANY FAILURE TO BC DL 5.0 PSF DRW SLTUSR352 03279128 2722SOUTH APOPKABLVD. 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 Q ; STATE OF :• BC LL 0.0 PSF SLT ENG /WMR 407-299-1522 : SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI.- ALPINE AAQw• 0R1O`.0, FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH .FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER F .,rr 1 •• V TOT. LD. 55.0 -PSF SEQN- 42531 PROFESSIONAL ENGINEERING DRAWINGS 160 A-7. - THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A1.N OUR.FAC. 1.0.0- FROM SLC CERTIFICATE OF AUTHORIZATION #9216 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECT -ION 2.. - Oct 06 '03 - SPACING SEE -ABOVE JREF-.-1S6S352 Z06- 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 L2ti23AP - K1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 Y 5X6= 3X6 (Al) = 5X6= 5X8= 5X6= 120 MPH WIND, 24.81 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT I, EXP B, WIND T.CDL=5.0 PSF, WIND BCDL=5.0 PSF, A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 20-0-0. 3X6 (Al) 1-4-0 1-4-0 20-0-0 20-0-0 j< 40-0-0 Over 2 Supports — R=1561 U=327 W=4 0-4-3 T+19 9 14 R=1561 U=327 W=4" 10-4-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 ,4%wmmv,, 0TY:1 FL 1 R - Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 44010BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP I (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADI SON, V11 53719J. FOR SAFETY PRACTICES PRIOR TO •'t I FIC PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED @ i; q.•:E' ` T C D L 7.0 P S F DATE 1 D 0 6 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, gg V : / / IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a * i 0. 4Z%0 i ROOFTRU55 DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03279129 27 22 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7{ R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ;Q BC LL- 0.0 PSF SLT-ENG /WMR 407-299-1 522 SPECLONNECTORSIAREON PMADESOFD20GABYTASTMHE MAfi 53AGR40R GAL yAND STEELPAPEREXCEPTIA5INOTEDND TA PI -PPLY ALPINE C ON HECTORS TO O R''•• T 0 T . L D . 37.0 P S F S E 0 N - 42537 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL EN GIN EERIN G DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ss ONA1.E' D U R . F A C.. 1 . 2,5 RESPC'YSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Oct 06 '03 SPACING 24.0" JREF- 1S6S352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. LZbZJAP - KZ 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. CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 20-070. 0-4-3 Y 5X6= 5X6= 3X6 (Al) = 5X6= 5X10= 5X6= 120 MPH WIND, 24.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. - - - 3X6 (Al) 9-10-3 0-4-3 19-9-14 1-4-0 1-4-0 19-0-0 _ a__ 19-0-0 I 40-0-0 Over 2 Supports R=1561 U=553 W=4" R=1561 U=553 W=4" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6'.10 QTY:2 FL 1 R Scale 125" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE P A t .,' Y T (, L L 20.0 P S F R E F R 3 5 2-- 44011 INSTITUTE, 583 D'ONOFR10 DR.. SUITE 200,-MAD ISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO IFIC / q F y1•. S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, T C D L 7.0 P S F DATE 1 0/ 0 6/ 0 3 BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N0.4Z7O4 x ROOFTRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 1.. 7C BC DL 10.0 PSF DRW SLTUSR352 03279130 2722 SOUTH APOPKA BLVD. 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 7{ STATE OF ; 9 i. BC LL - 00 PSF SLT-ENG WMR APOPKA, FL 32703 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A t, O'•. O R,O s•'•`v CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL., EXCEPT AS NOTED. APPLY CONNECTORS TO rn `..,, , r TOT . L D . 37.0 P S F S E Q N 42625 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i7 p V v, ONA1.E PROFESSIONAL ENGINEERING DRAWINGS 16C A-Z. THE SEAL ON THIS DRINDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1 2 5 IAWING LELYFORTHETRUSSCOMPONENTDESRESPONSIBILITYSOGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 C014PONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct '03 SPACING 24.0" JREF- 1S6S352_Z06 ANSI/TPI1-1995 SECTION 2. a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. LZbZ3AF' - K3 TOP CHORD 2x4 SP #2 SOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 1 T 5 X 6 =_ 3X6(Al ) = 5X6= 5 X 6 =_ 5X10= 5 X 6 =_ 120 MPH WIND, 24.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP. #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (Al) 8-10-3 0-4-3 19-9-14 1-4-0 1-4-0 L, 17-0-0 ,I, 6-0-0 _I, 17-0-0 E 40-0-0 Over 2 Supports l R=1561 U=548 W=4" R=1561 U=548 W=4" PLI IYP, Wave IHI R Design Crit: 1PI STD FLBC 6.10 u 0 T Y : 2 FL 1 R - Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR I0 DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED p ,....., A S F O G4 %• Sit T C L L T C D L 20.0 7. D P S F P S F R E F R 3 5 2-- 44012 DATE 1 0/ 0 6/ 0 3SMYTHLUMBERGO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i^ DRW SLTUSR352 03279131ROOFTRUSSDIVISIONIMPORTANT** 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 i0. 42704 BC DL 1D. D PSF 2722 SOUTH APOPKA BLVD. THE TRUSSES IN NITH TPI; S L T - E N G W M RAPOPKA, BUILD CONFORMANCE OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i1 STATE O F B C L L . 0. 0 P S FFL32703 SPEC iFICATf ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE tf : 90 •, SEQN- 42648 407-299-1522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV..STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO to** ( R O,.•• TOT. LD. 37.0 PSFFAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1 5PROFESSIONALENGINEERING DRAWANGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y PpA r.1C1 CERTIFICATE OF AUTHORIZATION #9216 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct 06 '03 SPACING 24.0" JREF- 1S6S352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR L, 0 L SHY - K4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 20-0-0. 5X6= 2X4III 5X6= 0-4-3 - 0-4-3 T19 9 14 Al)— 2X4III 5X6 3X8-- 5X6= 2X4III 3X6 — 3X6 (Al) _— 1-4-0 1-4-0 I_ 15-0-0 _1_ 10-0-0 _f_ 15-0-0 _I 40-0-0 Over 2 Supports _1 R=1561 U=542 W=4" R=1561 U=542 W=4" 120 MPH WIND, 23.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. PLT TYP. Wave TPI R. Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 - - R - Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 .(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 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 V• .. R yC` "Y CIFIC,q •. F..'p s T C T C L L D L 20.0 7.0 P S F P S F REF R 3 5 2-- 44013 DATE 1 0/ 0 6/ 0 3 SMYTH LUMBER CO. V. STRUCTURAL PANELS, BOTTOM LH CHORDSHALLHAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 n ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED: PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03279132 SLT- ENG WMR 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4' STATE OF ? BC ILL 0.0 PSF APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Q• O.R,OP 407-299-1522 SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE NOTED. L T V T 0 T LID. 37.0 P S F S EON - 42543 FAX: 407-299-9;1 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THISDESIGN, POSITION CONNECTORS PER ss/pNAL' O U R F A C 1.25 DRAWINGS160A-Z. THE SEAL -ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Oct 06 '03 SPACING 24,0" JREF- 1S6S352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. LebeJAF - K7 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD 0-4-3 T L X 4 III 3X6(Al ) 5X6= 2X4III 5X6= 120 MPH WIND, 23.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD AT X = 20-0-0. 5 X 6 =- 3x6=- 5 X 6 =- ZX4III 3X6 (A1) = 0-4-3 1 19-9-14 1-4-0 1-4-0 L. 13-0-0 _1_ 14-0-0 _I 13-0-0 I 1 40-0-0 Over 2 Supports R=1561 U=537 W=4" R=1561 U=537 W=4" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:2 FL - 1 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE w A li4 j T C L L 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 t IF / f4' . %'; p T C D L S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. gg ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE NO.42704 BC D L 2722 SOUTH APOPKA BLVD. TO THE TRUSSES WITH TPI: BUILD IN CONFORMANCE OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Q STATE OF BC ILLAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN THE AMERICAN O407-299-1 5222 SPECIFICATION PUBLISHED 8Y FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 0 RIP.!.• T 0 T L DFAX: 4- 299-1 53 EACH FACE Of TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n A`14' O U R F A e- PROFESSIONAL ENGINEERINCI, DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i7 44PP CERTIFICATE OF AUTHORIZATION #9218 RESPOIRSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. Oct D6 '03 SPACING t 6-10-3 1 R - Scale =.125" Ft. 20.0 PSF REF R352-- 44014 7.0 PSF DATE 10/06/03 10.0 PSF DRW SLTUSR352 03279133 0.0 PSF SLT-ENG /WMR 37.0 PSF SEON- 42545 1.2'5 24.0" 1 JREF- 1S6S352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ZZbZ3AP R6 TOP CHORD 2x4 SP #2 120 MPH WIND, 22.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 5X6= 5X6= 2.5X4= 5X6= n ry n i_ 3X6 (Al) = LX4111 5X8= 5X6= 5X8= ZX4III 0-4-3 T+19 9 14 3X6 (Al) 1-4-0 1-4-0 1 11-0-0 1 18-0-0 I 11-0-0 I IE 40-0-0 Over 2 Supports I R=1561 U=531 W=4" R=1561 U=531 W=4" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 R Scale 125" Ft. WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE P . R / IFIC T C L L 20. 0 P S F R E F R 3 5 2-- 44015 CTICES PRIOR TO`IV PERFORMING THESE O FUNCTIONS. UNLESSTOTHERWISE DINDICATED , TOP IS N. 1 37I CHORD F SHALL OR FHAVE ETP PROPERLY ATTACHED j C 00$ TIC DL 7.0 PSF DATE 10/06/03 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. a NO.42704 : ROOFTRUSS DIVISION IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03279134 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 NDS (NATIONAL DESIGN STATE OF ;' 9Fi BC ILL 0.0 PSF SLT--ENG WMR 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FORESTVA ND PAPER ASSOCIATION) AND TPI. ALPINE P - (/ FAX: 407-299-9 1 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL.STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R1,o.'•rr VSaNAI. TOT. LD. 37.0 PSF SEQN- 42547 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS ORAWEING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 CERTIFICATE OF AUTHORIZATION #921a RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABIL.ITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 06 '03 SPACING ANSI/TPI 1-1Bes SECTION 2. 24.0" JREF- 1S6S352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ZbZ.SAF - K/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 Y 5X6= 5X6= 2.5X4= 5X6= 9X4- 3X6 (A1) = 5X8= 1-4-0 L 9-0-0 R=1561 U=525 W=4" 5X6= 120 MPH WIND, 22.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X8= 3X6 (A1) 1-4-0 9-0-0 _I 0-4-3 T+19 9 14 0-0-0 Over 2 Supports R=1561 U=525 W=4" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200' MAD:SON, WI 13119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE O, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407 299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWLNGS ESACING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLE LYTFOR HE STHEEAL OTR U SSI COMPON E NT DESSDRAWING [ ON T SHOWNCEPTANCETHE SSUI TAB I LITYONALAND USE IOF ETHIS CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 3 1995 SECTION 2. TY:2 No.42704 STATE OF dft Oct 06 '03 FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAt. 1.25 SPACING 24.0" Scale=.125"/Ft. REF R352-- 44016 DATE 10/06/03 D R W SLTUSR352 03279135 SLT-ENG /WMR SEQN- 42672 i TPTC nWr PDFPAPFIT FPIM MDIITFD TAIDIIT 11—A— I f11 M—T-- fI IPMTTTFTI QV TDllcc MFD LLBLSAF R8 TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: 120 MPH WIND, 21.56 FT MEAN HGT, ASCE.7-98, CLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 :B2 2x6 SP SS; ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 :W3, W9 2x4 SP #2. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. SUPPORTS -7,-0 0 -JACKS_- WITH NO. WEBS. CALCULATED VERTICAL DEFLECTION IS 0.54" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X = 20-0-0. 2 X 4 1OX10 (R) 111 3X4= 7X6= 3X4= 1OX10 (R) 2X4% 5X4 (A4) =, 6 r T2 T 6 W3 3-10-3 04 3 W9 5X4(A4) 0-4-3 L-9-14 HS612= 62 2.5X4= 3X8= HS612= 2.5X4= 5X4 (A4) = 5X4 A4) L, 7-0-0 I 26-0-0 I 7-0-0 40-0-0 Over 2 Supports R=3083 U=935 W=4" R=3083 U=935 W=4" PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI STD fLBC 6.10 00 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 INSTALL INGCAND-BRACING) PUBLISHED BY TPI (TRUSS PLATE e yAA A ``y`'..••••'•••. _I - TC LL - 20.0 CPSF REF R 3 5 2 - - 4401.7 INSTITUTE 583'D'ONOFR I0 DR., SUITE 200, MAD ISO N- WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE. INDICATED,. TOP C HORD SHALL HAVE PROPERLY ATTACHED Y ` .'•(F r. t G• TC DL 7.0 PSF DATE 10/06/03SMYTNLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** N0. 427p4 o RooFTaussDivlsloN FURNISH A.COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR,- ALPINE ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY HEVi STAL TIO THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03279136 2722 SOUTH APOPKA BLVD. APOPKA. FL- 32703 BUILD THE TRUSSES IN. CONE ORMANCE WITH TPI; OR FABRICATING, -HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 STATE OF BC LL 0.0 PSF SLT-ENG WMR 407-299-1522 - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ,ALPINE Q .0R10 FAX: 407-299-9 1 53 CONNECTORS ARE MADE OF 20GA ASTM A683 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANQ UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER pp c Vv,O AL TOT._LD. 37.0 CPSF SEQN- 42680 .. PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR. FAC. 1 CERTIFICATE OFAUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. .THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 2. Oct 06 '03 25 SPACING SEE ABOVE JREF- 1S6S352 Z06 SECTION THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IedeJAI' - KJ) TOP CHORD 2x4 SP #3 SOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 0-4-3 TI 2 X 4 III 6 F T 1-10-3 Li 9-4-0 2X4 (A ) 2 X 4 III L,1-4-0,J 3-0-0 Over Continuous Support R=97 PLF U=64 PLF—W 3-0-0 120 MPH WIND,,10.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 u QTY:1 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., SUITE 200, MAGI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOTBE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY `FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER CA FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRA14INGS 160 A-Z. THE SEAL ON THIS DRA14ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIONENT/TPI] FOOR ANSECTITICULAR BUILDING IS THE RESPONSIBILITY OF -THE BUILDING DESIGNER, PER w'M RA _ S F(, gt9 y: GAR %• F,p ' 3 ' No. 42704 A ; STATE OF ;• Ow•IN P;• O R Q.•• f tsOIVAI.EN Oct 0 6 ' 0 3 T C T C BC BC T 0 T L L D L DL LL L D . 20.0 7.0 10.0 0.0 37.0 P P PSF PSF P S F S F S F R E F R 3 5 2- - 44018 S MYTH LUMBER CO. ROOFTRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9216 DATE 1 0 / 0 6 / 0 3 DRW SLTUSR352 03279137 SLT-ENG WMR S E Q N 42686 DUR. FAG. 1. M SPACING 2 4. 0" J REF~ 1 S 6 S 3 5 2_Z 0 6 L--___ _s THIS DWG PREPARED FROM COMPUTER :INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS HER. ZZbZJAF' - K10 TOP CHORD 2x4 SP #3 120 MPH WIND, 10.07 ,FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP. #3 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, W-IND BCDL=5,0 PSF. WEBS 2x4 5P #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 X 4 111 6 T T 0-4-3 1-10-3 1-10-3 A-9-4-0 2X4III 2X4(Al) L 1-4-0,J 3-0-0 Over 2 Supports R=234 U=180 W=8" R=69 U=180 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6110 pry. QTY:6 FL - 1 - R Scale =.375 Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND. M R TC ILL 20.0 PSF REF R352-- 44019BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING)., PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR.., SUITE 200,MADI SON, WI. 53719), FOR SAFETY PRACTICES -PRIOR TO J P'tiF c • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 3. ( '4).'.F ` - TC DL - 7.O PSF DATE 10/06/03SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V w.i IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY. FAILURE TO N0. 42704 1= BC OIL 10.0 PSF DRW SLTUSR352 03279138 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 7f 7f BC ILL 0..0 PSF SLT-ENG WMRAPOPKA, FL.32703 - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN '1 STATE OAF , / 407-299-1522 - CONNECTORSAT IAREON PMADESOFD20GATASTMHE MA653AGR40RGALVST ANDTEELPAPERE%CEPTIASINOTEpND TAPPLYACONNECTORSTO /LPINE••<OR V•'•• TOT.LD. 37,0. PSF SE.QN- 42683. FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C •~•••••• '• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ss ONM1.DUR. FAC.125. FROM BM RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SU I TABILITY AND USE OF THIS CERTFICATE OF AUTHORIZATION#921a COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Oct o6 '03 SPACING 24.0 JREF 1S6S352 Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. p L, tlOZJAF' - K1L) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED VERTICAL DEFLECTION IS 0.04" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X = 3-7-8. T 2-0-11 0.Um 120 MPH WIND, 15.89 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 F-- 1 6 2X4 III T 2X4 III 3-9-15 2-0-11 r_j 13 4-0 2 X 4 III 2X4 III 2X4111 E 1-5-0>J LE 1-5-0 J I_ 3-6-8 _1_ 3-6-8 _I 7-1-0 Over 2 Supports R=348 U=227 W=3.5" R=348 U=227 W=3.5" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE`-C` INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 1PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER EO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO* BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w R 1.Gtii r•%' ' I pa • N0. 42704 c 1 1 STATE OF p•' 90 •. P • (V OR,.•• s!f'O ..... T C T C BC BC TOT. ILL D L DL ILL LD. 20.0 7.0 10 ..0 0.0 37.0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 44020 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-9153 DATE 1 0 / 0 6 0 3 DRW SLTUSR352 03279139 SLT-ENG /WMR SEQN- 42693 OUR F A C . 1 5 F R 0 M B MPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS H7 Y {{• CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI)TPI 1-1995 SECTION 2. Oct 06 '03 SPACING 24.0" 1 JREF- 1S6S352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS). SUBMITTFD BY TRUSS MFR- LZbe6AV - K13 TOP CHORD 2x4 SP #2 120 MPH WIND, 15.00'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 6 0-0-JACKS WITH -NO WEBS.,_.. -" -- -- - CALCULATED VERTICAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND°0.24" DUE TO DEAD LOAD AT X = 10-0-0. 6X8= 2X4III 0-3-14 I, 7- 6X8 T 0-3-14 1-9-14 T + 9 4 0 FIJ41L = LA•t III 3X8 (Al) = 3X8 (Al I - 4 0 l-4- L, 6-0-0 8-0-0 I 6-0-0 fE 20-0-0 Over 2 Supports I R=1383 U=554 W=4" R=1383 U=554 W=4" PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI STD FLBC 19.633 n 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 PM •• p I T C L L - 20.0 P S E REF R 3-5 2- - 44021 INSTITUTE, 583 D'0NOFRIO-DR'., SUITE ZOO, MADISON, WI 53719)1 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESSOTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C` AS F iQ'• t1i T C D L 7.0 P J F DATE 1 O./ O 6 / O 3SMYTHLUMBERCO. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 6. 42704 i ;rHOOFTRUSSDIVISION. - PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY. DEVIATION FROM THIS DESIGN;" ANY FAILURE TO BC DL 10.0 PS.F DRW SLTUSR352 03279140 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 APPLICABLE PROVISIONS OF NOS DESIGN STATE OF % B C L L 0. 0 P S F S L T - E N G WM R32703NATIONAL SPECIFICATION PUBLISHED BY THE AMER51CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 9 407-299-1 522. CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO - 441i2 •*• , O RllD't-" T 0 T L D 37.0 P S F S E O N 17754FAX: 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S iONALE PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR. F A C . 1. 2 5 FROM B M. CERTIFICATE OF AUTHORIZATION #921E3 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Oct o6 '03 SPACING SEE ABOVE JREF- 1S6S352 ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LCbe.5A[' - K4U) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.77 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.00" DUE TO LIVE LOAD AND 0.00" DUE TO DEAD LOAD AT X = 3-7-8. T 2-0-11 5X4= 5X4= 2X 4 III LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From, 54 PLF at -1.46 to 54 PLF at 8.67 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.17 BC From 0 PLF at 7.17 to 0 PLF at 7.21 BC From 4 PLF at 7.21 to 4 PLF at 8.67 TC 143 LB Conc. Load at 2.96, 4.21 BC 89 LB Conc. Load at 2.96, 4.21 6 F- 4III 6 2X 2T 11 13-4-0 2.5X4= 2.5X4= 2.5X4= L1-4-0::J L1-4-0,J 2-11-8 _1_ 1-3 0_ I - I_ 2-11- 7-2-0 Over 2 Supports R=581 U=457 W=3.5" R=581 U=457 W=3.5" 3-6-7 ava• QTY:1 FL - 1 R - Scale =.375" Ft. pM .;/ v 0 tiFicgT?'F 4 No.42704"a o : STATE OF ; Di; .,OR%OP'Q ss NA1.a' Oct 06 '03 TC ILL TC DL BC DL BC ILL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R352-- 44022 DATE 10/06/03 DRW SLTUSR352 03279141 SLT-ENG /WMR SEQN- 18939 DUR . FAC. 1.25 FROM BM SPACING 24.0" JREF- 1S6S352 Z06 THIC DWr, PRFPARFD FR(1M rhMPIITFR TNPIIT fl.nAnC it ni MFNKT— - fl laMTTTFn av T011— Mlo L"C8Z3AP H1 TOP CHORD 2x4 SP 2 120 MPH WIND, 21..56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP 1 Dense ANYWHERE IN ROOF, CAT II, EXP-B, WIND TCDL=5.0'PSF,'WIND BCDL=5.0 PSF. WEBS 2x4 SP 3 HIPJACK SUPPORTS 6 11-8"SETBACK JACKS W/VERY OVER BEARING' ONLY.- 0-0 8 _ CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE.._ CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.02' DUE TO DEAD LOAD AT X 9-7-5. 0-4-3 23-4-1 R=217 U==189 3-9-15 3-9115 19-9-14 R=321 U=180 L 1-10-10 9-10-13 fE 9-10-1 Over 3 Supports R=400 U-223 W=5.657" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:4 FL - 1 R Scale WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING,- INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING- THESE' FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED e A ``'..•••'••••. y y `v .(i„q •• /4y f S T C L L T C D L 20 0 7.0 PSF PSF REF R 3 5 2 -.- 44023 DATE 1 0./ 0 6 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T t DRW SLTUSR352 03279142ROOFTRUSSDIVISIONIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE' INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLEPFOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO.42704 ' g BC DL 10.0 PSF 2722SOUTH APOPKABLVD. 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 3. d ; STATE OF :• BC LL 0.0 PSF SLT--ENG WMR 407- 299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALPINE Q ••.• OR`OP_` S E O N - 42583 FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED.' APPLY CONNECTORS TO pV` TOT . L D . 37 . O PSF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIONCONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES PROFESSIONAL VVtNV Al4 D U R . F A C 1 2 5 PROFESSIONAL ENGINEERING _ ACCEPTANCE OF ENGINEERING RESPONSIBILITY CERTIFICATE OF AUTHORIZATION #9218 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. Oct o6 ' 03 SPACING SEE ABOVE JREF- 1S6S352 ZO6 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. E LZC3L;3AN - HZ) TOP CHORD 2x4 SO #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 5-11-8 SETBACK JACKS WITH NO WEBS. 0-3-14 2X4 (A1) 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 BCOL=5.0 PSF. 2.12 10 10 3 R=279 U 233 1-9-12 9 4-0 1 R=117 U=180 1-10-10 8-5-13 8-5-1 Over Over 3 Supports. R=296 U=180 W=4.907" T 1-9-12 i PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.63OTY:l FL - 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 683 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTfONS. UNLESS OTHER 4115E INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER CA FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF XC E ED. APPLY CONNEACH, FACE OF TRUSS, AND UNLESSTOTHERWISE4 LOCATED ONTHISDESIGN, POSITION CONNECTORS ORS TO w C`•,..•••,,, J;x' N— F L ' ?' t l y:: 4F. T.:.p NO.42704 d ; STA E OF O . • O R,O..` SA , T C T C BC BC TOT. L L D L DL L L L D. 20.0 7.0 10. 0. 0 37.0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 44024 DATE 1 0 / 0 6 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1 522 FAX: 407-299- 97 53 DRW SLTUSR352 03279143 S L T - E N G / W M R S E O N- 17748 D U R F A C*. 1 25 FROM BM PROFESSIONAL EN GINEERIN' CERTIFICATE OF AUTHORIZATION N9216 DRAVII.NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES i GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1-1995 SECTION 2. NAL O C t 06 ' 0 3 - SPACINGANSI/TPI S EEABOVEJREF1S6S352_Z 0 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR Z2823AP HID 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 DUR.FAC.=1.25) 120 MPH WIND, 15.78 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED TIC - From 54 PLF at -1.96 to 54 PLF at 4.13 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0-PSF. B;C _From_ _ 4 PLF a_t_-_-1.96 to .- _4_PLF at 0.08..- BC From 24 PLF at -0.08 to 24 PLF at 0.06 BC From 20 PLF at 0.06 to 20 PLF at 4:24 TC -6 LB Conc. Load at 1.54 BC 39 LB Conc. Load at 1.54 4.24 16-6-4 R=87 U= 80 2 X 4.111 T3 5 15 3-5-1-5 2-0-2 13-4-0 R=58 U=180 2X4111 i-lo-io ,1, 4-3-3 I 4-2-7 Over 3 SuPpOrts { R=174 PLF U=181 PLF W=1-9-2 PLT TYP Wave TPI R Design Crit: TPI STD FLBC 6.10 u 0TY:2 LL 20:0 PSF REF R352- - 44025FL1 - R - Scale =.375" Ft. WARNING**. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING,, INSTALLING AND PBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M TC INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TIN& ' 7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .p, yR 'Q.'.p TICDL 7.0 PSF DATE 10/0.6/03SMrrHLUMBERCO.. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4 01 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'S No. 42704ROOFTRUSSDIVISIONPRODUCTS, INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T0. BG DL 10.0.'PSF DRW SLTUSR352 03279144 2722 SOUTH APOPKA BI—VD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND X 7 APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OLPINEF dQ BC LL 0. 0 PSF CS lL—lT-ENG/WMR 407-299-1522 CONNECT RSAT I AREON PMADESOFD 20GATASTMHE MA653AGR40R GALV. EST STEEL, EXCEPT) AS NOTED. TAPPLYACONNECTORS TO O ••'C QR O `'••v TOT, LD 37 0 PJF. JCVN._- 18934FAX: 407-299-9 1 53 EACH FACE OF TRUSS, ANDUNLESSOTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A-Z. THE SEAL ON THIS DRA14ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s HAL G DUR FAC. 1 . 25 FROM BM PROFESSIONAL. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN 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. - - - Oct 06"03 SPACING - 24.0" JREF--. 1S6S352 Z06 LZ8Z3AF - Li TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 1-4-0-,1E 7-0-12 E 7-0-0 Over 3 Supports R=363 U=197 W=4" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED. BY TRUSS MFR 120 MPH WIND, 21.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 23-4-2 R=163 U 180 3-10-3 19 9 14 R=73 U=180 3-10-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:28 FL 1 R - Scale WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M M. e T C L L 20.0 P S F R F- BRACING. REFEP. TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO wI S'FI`'• 9 ••% E R 3 5 2-- 44026 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. f 3 T(fC T C D L 7.0 P S F DATE 1 D 0 6 0 3, DRW SLTUSR352 03279145ROOFTRUSSDIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 5:• C/ d No.42%04. BC DL 10.0 PSF PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT-ENG 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC LL 0.0 PSFAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 0: STATE OF ;•Q WMR 407-299-1522 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 P•k. O T 0 T L D 37.0 P S F S EON 42587FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R C,../ c n•f/' ss N.. D U R F A C•. 1.25DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ENSPROFES510NALENGINEERING• RESPON11BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION S9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. D C t 0 6 ' SPACING 24.0" JREF 1S6S352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &.DIMENSIONS) SIIRMITTFD RY TRUSS MFa. Z2823AP -.E2 TOP CHORD 2x4 SP #2 120 MPH WIND,. 10.23 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. 3 10 10 4 R=137 U 180 0-3-14 1-9-14 1-9-14 9-4-0 R=6R=60 U=180 2X4(A1) 1 a of 6-0-12 6-0-0 Over 3 Supports R=326 U=213 W=4" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 u 0TY:5 FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE- EXTREME CARE IN FABRICATION, HANDLING,. SHIPPING, INSTALLING AND BRACING. REFER TO III-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED PM RA V •' F(,'• r end R _444;'. F 4V T C L L T.0 D L 20.0 P S F 7 .0 PSF R E F R 3 5 2 -- 44027 S MYTH LUMBER CO. DATE 1 0 / 0 6 / 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** yg F ; DRW SLTUSR352 03279146ROOF'TRUSS DIVISION - FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. .SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 3 No. 42704 S it ,--L :1r BC DL 10•0 PSF 2722 SOUTH APO PKA BLVD. AROPKA, 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND DESIGNITOF (MALP OINEL DESIGNWFSPECTBcTATEOF ; B C L L Q , 0 PSFF S L T - E N G W M R 407-299-1 52299 IFICAT[ONUPUBLISHED YSTHE AMER I CANORMSCREST ANOP PAPERASIOATION)SAND TPI. 0 ••• S E Q N - 17745 FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALV. STEEL, EXCEPT ASNOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 R OP'•` t••t T 0 T . L D : 37.0 P S F D U R F A C 1 2..5 FROM PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING iD li{,{, RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS B M U - CERTIFICATEOF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct 06 ' 03 SPACING 24.0" JREF- 1S6S352 ZO6 THIS DWG PREPARED FROM .COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Z28Z3Af — t1U) TOP CHORD 2x4 SP #2 120 MPH WIND, 15.77 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, 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 #2 BCDL=5.0 PSF. T 2-0-15 i 2 X 4 III LI-4-8 3-0-4-1 2-11-8 Over 3 Supports R=213 U=180 W=3" 16-6-12 R=56 UT 0 3-6-11 3-6-11 13-4-0 R=33 U=180 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T?OH (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO 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, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, .I NO.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER MP.,,....:,, tIFIC y1. 2 N0.42704 = STATE OF 9O •I•:• O R,C,••'\ A csOIVAft.N T C T C BC BC T 0 T L L D L DL ILL L D . 2 0. 7.0 10.0 0.0 37.0 0 P S F P S F PSF PSF P S F R E F R 3.5 2-- 44028 S MYTH LUMBER CO. ROOF TRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 DATE 1 0 / 0 6 / 0 3 DRW SLTUSR352 03279147 SLT-ENG /WMR S E Q N - 18943 DUR. FA C'. 1 2J FROM BMPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOIvSI BI LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. oct 06 03 SPACING 24.0" JREF- 1S6S352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS -& DIMENSIONS) SUBMITTED BY TRUSS MFR. LZIJeJAf C1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 V L,1-4-O,1E 5-0-12 ` I 5-0-0 Over 3 Supports R=295-U=181 W=4" 22-4-2 7 R=108 U 180 2-10-3 19-9-14 R=48 U=180 120 MPH WIND, 21.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 2-10-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:B FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, .HANDLING, SHIPPING, INSTALLING AND M M. Q T C L L 20.0 P S F R E F R 3 5 2 -- 44029BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE „„ Rq INSTITUTE, 583 D'ONOFRI0 DR.. SUITE 200, MAOISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO : SIFICPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED (p '0'. 49 T C D L 7.0 P S F DATE 1 0 / 0 6 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING.V ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED : No.42704 : o BC DL 10.0 PSF DRW SLTUSR352 03279148PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN V--I STATE OF i BC LL 0.0 PSF SLT-ENG /WMR SPEC FI ATLIIN407-299-1 522 CONNECTORSAREPMADESOf p20GATA STMHE MA653AGR40R GALVEST AN DSTEELPAPERE%CEPTIAS (NOTED. ND TAPPLY ACONNECTORS TO •%C Q R Q :.•' - TOT . L D . 37.0 P S F S E O N - 42591 FAX: 407-299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON'THIS DESIGN, POSITION CONNECTORS PER C nn....I..•••. PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Su'QNA D U R . F A C . 1. 25 - 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 OctO 6 ' ANSI/TPI 1-1995 SECTION 2. - SPACING 24.0" JREF- 1S6S352_Z06 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR Leb Z3AF - UZ) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 L<1-4-0,1, 3-0-12-1 3-0-0 Over 3 Supports R=234 U=180 W=4" 120 MPH WIND, 20.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. T 4 2 TR=47 U= 80 1-10-3 1-10-3 19-9-14 R=23 U=180 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 a 0TY:8 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-97 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 O'ONOFRIO DR., SUITE 200. MADISON, W[ 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED eM Rom- iiFiC . t '41.': a V T C T C L L D L 20.0 7 0 P S F P S F R E F R 3 5 2-- 44030 S DATE 1 0 / 0 6 / 0 3MYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** F :j DRW SLTUSR352 03279149ROOFTRUSSDIVISION FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR ON THIS DESIGN; ANY FAILURE TO 1 N0.*%04 -1e BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH. TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND S L T - E N G WIBCLL0.0 - P S FAPOPKA, FL 32703 SpECIFICATIONTRUSSES. WITH PROVISIONS (NATIONAL DESIGN SAMEROFORESTATE M R 407- 299-1522 PUBLISHEDTHIS THE ICOAN FOREST PAPERAPPLICABLE ASSOCIATION) TP I. ASSOCCONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O/i•••.ORAQP•a c, TOT. LD. 37.0 PSF SEON- FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 42593 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 RESPOtISiBILITY 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. Oct 06 '03 D U R F A C`. 1 25 SPACING 24.0" JREF- 1S6S352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF ,OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 0-4-3 20-4-2 0-10-3R=t-4U=180 19- 9-14 R= U=180 2X4 ( Al) L- 1-4-0 1-0-" 1- 0-0 Over Supports R= 247 U=275 W=4" 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. 0- 10-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 uva• QTY:8 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP] (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, IA0(SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO*: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOnn EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w Rq g< 1y.. GAR %`; ` g N0. 4z7 4 ' aa A ; STATE OF :' Q:• 4 OR,O , y r VS . V ONAl T C T C BC BC T 0 T L L D L DL L L L D . 20. 0 7. 0 10. 0 0. 0 37. 0 P S F P S F PSF P S F P S F R E F R 3 5 2 - - 44031 S MYTH LUMBER CO. ROOFTRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1522 FAX: 407-299-9 153 DATE 1 0 / 0 6 / 0 3 DRW SLTUSR352 03279150 S L T - E N G / W M R S E Q N 42596 D U R F A C . 1.25 PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #92113 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Oct 06 '03 SPACING 24.0" JREF- 1S6S352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 4ZdZJAI' - (=4) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-3-14 y 7- 3r- 9-10-4 800-9-14R=6 =1 9-4-0 7— R=1 U=180 2X4(Al) L<1-4-0>-<-2-0-12--j 2-0-0 Over 3 Supports RR=211 U=18=1888 W=3.5" 120 MPH WIND, 9.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI R D e s i g n Crit: TPI STD FLBC 19.633 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, MADI SON, Wi 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE ER EO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL EN GIN EERINC DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. auwu=A%Eb_Q T Y : 4 A'CIFIC;q o No.42704 n : STATE OF s/DNALEl1 Oct 06 '03 FL/-/l/-/-/R/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 0-9-14 7— Scale=.375"/Ft. REF R352-- 44032 DATE 10/06/03 D R W SLTUSR352 03279151 SLT-ENG /WMR SEON- 17739 FROM BM JREF- 1S6S352_ZO6 t I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP-#2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3 0-3-14 2X4 (Al) L<1-4-0r11, 4-0-12 > 4-0-0 Over 3 Supports R=260 U=190 W=3.5" 120 MPH WIND, 9.98 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 10 4 4 TR=80 U= 8 1- - 4 1 3-14 9-4-0 R=36 U=180 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.63-auwamuft, 0TY:4 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUi TE 200, HAD ISON, WI 53719)1 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M v` P ......, w. V •: C ' 9131• o';fgA T C T C L L D L 20.0 7.0 P S F P S F R E F - R 3 5 2-- 44033 DATE 1 0/ 0 6/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Gr4 t DRW SLTUSR352 03279152ROOFTRUSSDIVISION 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 N0. 42704 BC DL 10.0 PSF 7 SLT-ENG WMR 2722SOUTH APOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF. TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN d1 STATE OF Q BC LL 0.0 PSF APOPKA, FL 32703 NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AND TPI. O •• SE Q N - 17 7.4 3 407- 299-1522 ASSOCIATION) ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.-STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO. Q. • OR,V,.••` T 0 T L D 37.0 P S F FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER v iONA,,w D U R F A C 1. 25 FROM BM DRAWINGS160A-Z. THESEALON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - Oct 06 ' 03 SPACING 24.0" JREF- 1S6S352_Z06 J Z2823AP - CIO) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 I BOT CHORD 2x4 SP #3 WEBS 2x4 SP #2 2 X 4 III 61- 120 MPH WIND, 15.27 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. 15-6-12TR=-48 80 T Z-0-15 2-6-11 2-6-11 13-4-0 R=20 U=180 2X4III 1-4-031c-0-, 0-11-8 Over 3 Supports R=182 U=180 W=11.5" PLT TYP. Wave TPI R D e s i g n Crit: TPI STD FLBC 6.10 QTY:4 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOL;NG INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MAD ISON, IJI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED w A W, ZIFIr, t 3: T C T C L L D L 20.0 7 P S F P S F R E F R 3 5 2-- 44034 DATE 1 0 / 0 6 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G4 0 BOTTOM CHORD a NO.42704 ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO* BC DL 10.0 PSF DRW SLTUSR352 03279153 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 NDS (NATIONAL DESIGN Q STATE OF BC LL 0.0 PSF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 9O • S E Q N 18945 407-299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL4. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS To P;'(VOR`O.•' T 0 T L D 3 7.0 P S F FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERn DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V' ONA4 PROFESSIONAL ENGINEERING DESIGN AND D U R FAQ. 12 5 FROM B M CERTIFICATE OF AUTHOR17ATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SHOWN. THE SUITABILITY USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct 06 '03 SPACING 24.0" REF- 1S6S352_Z06 ASCE' 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" 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' S" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3". 13' 1" 13' 5" S P F 3 3' 4" 4' I1" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" HF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W 0 STANDARD 3' 3" 4' 2" 4' 2" 5'. 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" e' 11" 10' 11" 11' 10" 13, 1" 14' 0" P 2 3' e" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4"' 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" Q c DFL STUD 3' 6" 4' 11" 4' 11 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" U STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" 1 2 3' 11" 6' 9" 6' 11" 8` 0" 8' 2" 9' 6'` 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E i 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" F STUD 3' 10 5' 11" 5' 11 7' 10 7' 10 9' 6" 9' 6" 12' 3" 12' 3", 14' 0" 14' 0" W STANDARD 3' 10' 5' 1' 5' 1' 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" e' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13, 6" 14' 0" 14' 0" S P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13` 6" 14' 0" 14' 0" W 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" r S P F 3 4' 2" 6' 11 6' 11" B. 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O 11 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' 5" 8' 0" 8' 9" 9' 6" lO' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" Q C S P 2 4' 7" 7' 5" 8' 0" e' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" B' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" r-1 DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14 0" STANDARD 4' 4" 6' 1" fi' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 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'. SY" 1 18" L., L RACE 2X4 #2N OR BETTER 2X4 SP OR DF-L #Z. rORBETTERDIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" IN TABLE ABOVE. DOUBLE CUT L 1 AS SHOWN) AT UPPER END. f ONTINUOUS E CONNECT DIAGONAL AT 1 MIDPOINT of VERTICAL WEB. REFER TO CHART ABOVE FOR WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED - BY TPI (TRUSS PLATE INSTITUTE, 583 '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 SHALLSMYTHLUMBERCO. HAVECA PROPERLY ATTACHED RIGID CEILING. IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOFTRL)SS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN/ ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL - PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE' CERTIFICATE OF AUTHORIZATION p921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULARBUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No.42704 o'•• STATE OF Jq- 41 i C0RIDP FsszONAt w"";nne,4v' MA BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE - FOR HEM -FIR 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FIR - LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD _ STANDARD GROUP B: HEM -FIR 1 k RTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 1 L 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING ( 5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG.. ATTACH EACH " L" BRACE WITH 10d NAILS. FOR (1) " L" BRACE: SPACE NABS AT 2" O.C. IN 18' END ZONES AND 4" O.C. BETWEEN ZONES. k 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 II+ REFER TO COMMON -TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7- 98—CAB12030 DATE 09/ 10/01 DRWG A12030ECO901. ENG TOT. LD. 60 PSF SPACING 24. 0" SYM. ABOUT T REDNFC MEM GA TF GABLE DETAIL FOR LET -IN VERTICALS GABLE VERTICAL LENGTH RIGID SHEATHING GABLE VERTICAL PLATE SIZES Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' D" 1X4 OR 2X3 2X8. GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5X0 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: tOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 A11030EN0899, A10030EN0699, A09030EN0699, A08030EN0899, A07030EN0899 ASCE 7-98 CABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A31015EC0901, A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, 510015EN0699, 509015EN0699, 508015EN0699, 507015EN0699 S11030EN0899, 510030EN0699, 509030EN0699, S08030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. WARNINGr• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDING, SHIPPING, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 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 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. x IMPORTANT.- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP[I OR FABRICATING, APOPIu, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRUVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING.. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE CERTIFICATE OF AUTHORIZATION y9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 3-1995 SECTION 2. sG\ FjpIFIC No. 42704 ' STATE OF i 1 2X8 "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 CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED CABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND MRH T" REINF. MDR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 10 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 10 7. 10 7. 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 80 MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. BO MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 107. 20 7. 2x6 l0 7. 30 7. EXAMPLE: ASCE WIND SPEED 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM " T" REINFORCED GABLE VERTICAL LENGTH 1. 10 x 6' 7" = 7' 3" S DRAWINGS GAB98117 876,719 & HC26294035 K REF LET -IN VERT DATE 10/24/01 DRWG GBLLETIN1001 ENG DLJ/KAR TOT. LD. 60 PSF R. FAG. ANY X SPACING ..24.0" VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T' -BRACE, 80% BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WEBS 2X4 SP #3 OR BETTER. WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED TOP- CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR 120 MPH WIND, ASCE 7-98, CAT R, EXP. B, ENCLOSED BLDG., BY VALLEY TRUSSES 30 FT. MEAN HT,, 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER. AS REQ'D 4-0-0 MAX ++ LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES 12 NOT EXCEED 12,0,,. 12 W2X4 BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 W2X4 8-0-0 MAX -I W4X4 W2X4 12 4X12MAX. W1X3 6-o-O wlX3 TOE —NAILED MAX SPACING) W2X4 ** OPTIONAL DETAIL JOINTOOIN NDETAL AILW1X3W1X3 16-0-0 MAX— W1X3 COMMON R JS 3E 12 T 2 " O 12 MAX. W4X4 W1X3 V L I J 1 WIX3 LW2X4A4C 6-0-0 W1X3 (MAX SPACING) W5X4/SPLW1X3 W1X3 COMMON I RUSSES PARTIAL FRAMING 20-0-0 MAX (++) - ihl\IiilllftliAll AT 2 OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. A`"i` S///////// THIS DRAWING REPLACES DRAWING A105 WARNING-. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER. TO HIE-91 (HAN LING INSTALLING AND BRACING), PUBLISHED.,"••• A,•• / i G TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFR[O DR., SUITE 200, MADISON, WI, 53719) FOR f SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, c- DL 2O 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALj;` SMYTH LUMBER CO. HAVE A PROPERLY ATTACHE RIGID CEILING. NO. 42704 C N- IMPORTANT,- FURNISH A.COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIrROOFTRUSSDIVISIONENGINEEREDPRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = 1 DL lO 10 IO PSF DRWG VALTRUSS0699 ENG MLH/KAR2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE O BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING,. R LL 0 0 0 PSFHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH- APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN .SPECIFICATION PUBLISHED BY THE % 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE .OF 20GAi o . STATE OF. Q OT. LD. 60 57 PSF55 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. l60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O O ' Oi// L . < P-'• PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY DUR.FAC.1.25/1.33 i.15115 SPACING 24' CERTIFICATE DFAUn+Or+izATONN92I0RESPONSIBILITYDOFSTHOEFBUILDf GMDEOSIGNER,PERNANSI/RP C1L1995USE CTrIONI2THE/O••••••• ll/ lllliiltli1111111 CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" O( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RIDGE RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x' 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE —NAILED THRU CRIPPLE INTO RIDGE BOARD C) ( B 3) 16d BOX NAILS 3) 16d BOX NAILS 4'0" TYP. B) 2) / ' (2) 16d BOX NAILS, TOE —NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE —NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 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 SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH 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 FA%: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CDNNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL CERTIFICATE OF AUTHORIZATION # 21 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE —NAILED RATED SHEATHING PARTIAL FRAMING PLAN u 1jivllvivly IIIuoozo III r-11- uL, 2) 16d BOX NAILS, TOE —NAILED D) ( A) C) 3) 16d BOX NAILS, TOE —NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING 3) 16d BOX NAILS, TOE —NAILED GIRDER tj1j1O1" ilig4p THIS DRAWING REPLACES DRAWING V105-CONV oi`'Q` t14/1/( C LL 30 30 40PSF REF CONV. VALLEY DATE 06/25/99IFIC,q` G ••'•, y DL 20 15 7 PSF DRWG VALCONVF0699BCVL101010PSF No. 42704 Bt 0 0 0 PSF ENG MLH/KAR TOT.=LD. 60 57 PSF55 o.. STATE OF C.1.25/1.33 1.15 1.15 CING SEE ABOVE Fly TOP CHORD 2X4 #2 OR BETTER I 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 PURLLN SPACING. 120 MPH WIND, ASCE 7-98, CAT 1I, 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. A En En i A / V c c / 20' FLAT TOP CHORD MAX SPAN MAX SIZE OF 2X12 2 OR BETTER A E E E E EITHER PLATE OPTIONAL B LOCATION IS SPLICE B BCACCEPTABLED B D—SPLICE C H C 2' TYP. C B B C I CB CHC—TYP. ZL C 12 C12 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 HIP-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, S MYTH LUMBER Co 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 ROOF TRUSS DIVISION ENGINEERED PODUCTS,[NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. HE TBRACINGRUSSES IOF CTRUSSSES NCE DESIGNWITH TCONFORMS WITHTING, HANDLING, SHIPPINGAYFAE INSSTALLINGTOBUILDCONFORMANCEPI) OR APOPKA, FL 32703 _ APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE CERTIFICATE OP AUTHORIZATION #921g SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, 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 lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. -SAME GRADE, SPECIES AS WEB 10' TO -14' MEMBER, OR BETTER, AND 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. O O o 0 0 0 o a 0 0 0 0 2 00 o 0 0 0 0 o 0 0 0 r y 8 1/4" WING REPLACES DRAWINGS 634,016 634,017 & 847,045 1/'y MAX LOADING REF PIGGYBACK a• a\ r i 55 PSF AT DATE 06/25/99 1.33 DUR. FAC. DRWG PIGBACKBO699 N0.42704 ': 50 PSF AT ENG DLJ/KAR 25 DUR. FAC. STATE OF 47 a 1.15 PSF AT DUR. FAC. ACING 24.0" s ON V. , BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED. TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION I MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR —LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM —FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE —PINE —FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 2966# 1 1492 1.5" X 3.5 10 1 9 1 8 8 7 SOUTHERN PINE NON—DENSE1 2520# 1 1343 1.5" X 3.5" 9 1 8 1 7 7 6 4++ MAX3X8 3X10183 TRULOX 42X8 LOX WEDGEAILSCUTTOFITE WARNING x TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY T•PI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SMYTH LUMBER CO. 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 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #921t3 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. p;;iiilllttlt7111/4jjDRAWING REPLACES DRAWINGS A115 A115/R & 884,132 4411 TC LL — PSF REF BC FILLER SIFIC, q'•.• DL — PSF DATE 06/25/99 G rF•••. B DL 10.0 PSF DRWG BCFILLER0699 No.. 42`704 CCLL — PSF —ENG DLJ/KAR Ir r TO% LD. — PSF a STATE OF zz s .• FAC. 1.0/1.15/1.25/1.33 P•. • ACING 24.0" STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG - LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR I N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, ENP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 2' TYF 7' 5' CORNER SET SETBACK 3' 7' O" O 1 R CaMMON TRUSSIff2HIPu 1 HIP TRUSS J5 J3 Jl J J1 J3 J5 J7 J7 J7 J 1 3 5' 7" 2' TYP. 0PTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 2.12 12 W2X4 _ 6.0 4 O wzxa wzxs 1 ; w3x4 ALTERNATE LOADING TCLL 20 PSF SIMPSON TCDL 20 MAX PSF THJA26 BCDL 10 PSF 9-10-13 OVER 2 SUPPORTS TOT.LD. 50 MAX PSF DUR.FAC. 1.25 R=463#, W=3.50" R=652#, W=3.50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 xx WARNINGYx TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED A - C LL 30 MAX PSF REF 7' STBK CS BY TPI CTRUSS PLATE INSTITUTE, 583 O'ONOFR[O DR,, SUITE 200, MADISON, WI. 53719) FOR ? ••••••••'•• N y SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, a1'F CA DI, 15 MAX PSF' DATE 06 25 99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL:•,.j` • T[••• / / SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. v ` - xxIMPDRTANTxx FURNISH A. COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ' •, Bl.'L 10 PSF DRWG- CS7SBK3A0699ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVO. DESIGN ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ * ,N, 42704 1 ,L 0 PSF —ENG SJP/KAR - HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - OT= LD. 55 MAX PSF407-299-1522 AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA = __ ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE F STATE OF - FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL % .O •• PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE - 1 FAC. 1.33 CERnFICATE OF AUTHORIzAmN#9218 RESPONSIBILSUITABILITYI TYDOFS THE BUILDING DESIGNER, FORTHISCOMPONENTANY NANSI/TPI 11995USECTIONILDING I THE •••, IC - T;•• ACING SEE ABOVE CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB . ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 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 r/4r r THIS DRAWING REPLACES DRAWING 579,640 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING ANO BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE\\\` BY TPI CTRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR F TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, V .•n"'`IF C q: GV DL PSF TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. C BC; DL PSF DRWGIMPORTANT;- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 3 7 -7 L BRCLBSUB0699 ENG MLH/KARDESIGNIANYFAILURETOBUILDTHETRUSSESINCONFORMANCEWITHTPIIORFABRICATING, 2722 SOUTH APOPKA BLVD. NO. 42 / O4 •C_LL PSFHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA,FL 32703 AMERICANLFORESSTPROVISIONS DESIGN R • T0'9 PSFPPERASSOCIATION) ) ANDTPI•ALPIINE CONNNECTORSPUBLISHED 407-2911522 ARE MADE OF 20GA LD. 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 J"O •, STATE 0 F FAC. DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONALENGINEERINGRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE AUTHORIZATION H9216.RESPONSIBILITY i A r_' CERTIFICATEOFOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i O R O ACING 71 rLUUK L AbLt) TOP CHORD 4x2 SP #3 BOT CHORD 4x2'SP 43 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). QUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4" DECKING INSERT JACK STUDS BY BUILDER): QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,MIN. JACK STUD DETAIL . WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS MAY BE INSTALLED UPSIDE DOWN. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-10D GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or TO 12' NO DIAGONALS 12' < TRUSS SPAN < or = TO 20': ONE DIAGONAL 20' < TRUSS SPAN < or = TO 30': TWO DIAGONALS 30' < TRUSS SPAN THREE DIAGONALS ONE EACH END AND CENTER) 4: 16" OC VERTICALS, TYPICAL. 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 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 W=W2.5X4 = BOTTOM. CHORD MAY 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. Continuous Support. Note: All Plates Are W2X4 Except As Shown. PLT TYP: Wave TPI-95 R Design Criteria: TPI STD .``•• !/°'%, FL - 1 - R Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND V BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ••• L L 4 0. 0 P SF R E F R 3 5 2 1 5 3 7 2INSTITUTE. _ HES D UNCTRIOION DR., UNLESS O HER MADISON; WI 57719), FOR SAFETY PRACTICES PRIOR TO D L 10 _ 0 P S F DATE 0 7 1 5 0 2PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED _ N (1, 4 2 7 0 4 _ S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.. ROOF TRUSS DIYISION 'IMPORTANT" FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED - B DL 5.O PSF DRWSLTUSR352 02196003PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS.DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN : STATE OF B L L 0.0 P S F S L T - E N G / W M R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER "ASSOCIATION) AND .TPI. ALPINE •• ,'• FAX: 407.29991 53 CONNECTORS ARE MADE OF 101A ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS T0, w O •, ^^ P` T . L D . 55.0 P S F S E Q N 11184EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /• DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i /L •• O•fl•, ••( `b U R . F A C . 1.00 FROMPROFESSIONALENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU ITABIL ITY .AAND USE OF TMI$ /,(' NNCERTIFICATEOFAUTHORIZATIONCOMPONENT AHSIjTPI 7f OR ANYSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER !S! CTION 2.!/!ss/pNA1..• ```NN JREF - 1RU8352_Z17 L 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/ORCONCENTRATED 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 i MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS. 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 C 1.5"-E C 3.5" 2' 6" MAX TYPICAL SPACING _ 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART FOR DOUBLE STACKED CHORDS SPACED AT 2' 6" MAXIMUM USE (2) 3X10 TRULOX PLATES. O.C. BETWEEN PAIRS. SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVO. APOPKA,FL 32703 407-299-1 522 FAx: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUiHORRATION M9218 FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD CROSS SECTION DETAIL 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON x 3") NAILS. OPTIONAL TIE PLATE ON NARROW FACE OR 10d COMMON 0.148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL 2 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS T0.1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 3000# 2) 2x8 1 3500# STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION NCENTRATED LOAD MUST BE APPLIED TO THIS FACE. WARNING-- TRUSSES REOUIRE 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 HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM,A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ' DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 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 SPECIFIE 6X18 TRULOX PLATE BENT AS SHOWN. 4 G0SIFI r FCqT No. 42704 STATE OF OR 'poi: •.'c< oi 2X6 OR 2XB #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS ACES DRAWINGS 1,070.978 798517 T620,124 & T615,489 LL PSF REF SY42 CONNECTION DL PSF DATE 06/25/99 1 rL PSF DRWG CNSY42PLO699 ! i EL PSF ENG MLH/KAR T LD.. PSF FAC. 1.00 i ACING L t i SMITH TRUSS Mike Sarvis 8 May 2003 12:01 pm 2722 APOPKA BLVD , APOPKA, FL. 32703- (407)291-2641 FASTBeam@ Engineering Analysis ©1996-2003 Georgia-Pacific Corporation -Version: 3.4 Project : Z2823B.FBD - - BEAM-D Mark # : Beam - Floor Usage: Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L1360 TL = L/240 Composite Action : No - i l 6.0•, 660 psi B.T. 660 psi 20 0' LOADS Project Design Loads : Floor.- Live=40 psf, Dead=10 psf,- Roof. Live=20 psf, Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' Shape: @Start QEnd @Start@End Span# Starts Ends Additional Info 1 Partial(plf) 35, 19 125% 0 7' 9" 20' 0" R10 2 Concentrated(lbs) 508 275 125% 0 7' 1 1/2" B O B 3 Uniform(plf) 124 0 100% 0 010" 20' 0" WALL 4 Partial(plo 182"--- 98 125% 0 0' 0" 12' 11 1/4" E1 5 Trapezoidal(pif) 148 ,--1'24 80 67 125 0 13' 11 1/4" 20' 0" ' CORNERSET a m• R,4 6 Uniform(plf) 50 40 100% 0 0'0" _20' 0" STD. FLR. . , •"•CFI F I Uniform(plf) 15 0 0 0 20' 0" Self Weight . r`G T C%./ Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) _* .•' No. 42Z04 1 2. Max R'n 4072 3828 i Max100% aoo 400'•,• STATE OF =Q Max 125% 1178 1046 Min R'n 2493 2381 y'•'cZ O R`Vp:•: Min 100%, '400 400 'y ION s`` Min 125% 1178 1046 ipM ONAt DL R'n 2493 2381ninnn nN@ M Min Brg(in.) . 2.25 2.25 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 3463 1 1' 8" 71 13534 125% - 0.26 M(ft-lbs) 20610 1 10, 0" 71 46667 125% 0.44 LtRn(lbs) 4072 0 0101, 71 18480 100% 0.22 See Note #5 RtRn(lbs) 3828 0- 20' 0" 71 18480 100% 0.21 See Note #5 LLDefl(in.) 0.23 1 10, 0" 71 0.67. U1050 TLDefI(in.) 0.59 1 10, 0" 71 1.00 U408 USE: POWERBMB 30E-E2 3.50x16.00" Grade, Width, Depth selected by User POWER BEAM reg. tm Anthony Forest Products Co. t NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or ResearchReports. 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 8 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 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 P application. i 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=A20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%12 , 100 = D + 100% + 115%12 + 133%, 110 = D + Commercial Ld (1001.) 11. Group = Load Combination Number + Load Pattern number. (For simple span Load pattern = 1. for LL, 0 for DL). r FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: CU / /N07 Builder " a M Address: d3/ `,.G1 ( C Permitting Office: City, State: Permit Number. Owner. SOA04 01 M 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: 58.0 kBhtft . - 3. Number of units, if multi -family 1 _ SEER: 12.00 - 4. NrunberofBedrooms 4 - b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft) 2823 fe c. NA 7. Glass area & type Single Pane Double Pane - a. Clear glass, defaultU-factor 337.0 ft' 0.0 fi? - 13. Heating systems b. Default tint 0.0 ft' 0.0 fP - a. Electric Heat Pump Cap: 58.0 kBhvl r - c. labeled U or SHGC 0.0• fP 0.0 ft2 HSPF: 7.80 - 8. Floor types b. N/A a. Slab•On-Grade Edge Insulation R=0.0, 156.0(p) ft - b. Raised Wood, Adjacent ft' - c. N/A c. N/A 9. Wall types 14. Hot water systems a. Concrete, Int Insul, Exterior R=4.1, 932.2 ft' - a. Electric Resistance Cap: 50.0 gallons - b. Frame, Wood, Exterior R=11..0, 1297.0 ft - EF: 0.86 _ c, Frame, Wood, Adjacent R=11.0, 320.0 ft' - b. N/A d N/A e. N/A c. Conservation credits 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=30.0,1731.0 W - DHP-Dedicated heat pump) b. N/A 15. HVAC credits PT, - c. N/A CF-Ceiling fan, CV -Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup: Unc. Ret Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft - PT -Programmable Thermostat, b. N/A MZC-Multizone cooling, MZ-H-Multizone heating) Total as-builfpoints:"33854 " Glass/Floor Area: 0.12 PASSTotalbasepoints: 38908 I hereby certify that the plans and s if ' ns covered by this calculation are in with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this buildi is in compliance with the Florid e. OWN ER/AGENT DATE: EneravGauae(Mer. Review of the plans and specifications covered by this b calculation indicates compliance with the Florida Energy Code. Before construction is co tANbuildingbeins= this will compliance with Section CMFloridaStatutes. BUILDING OFFICIAL: DATE: ion: FLRCSB v3.30) RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CUMBERLAND 10-22-02 109 COMMERCE STREET LAKE MARY; FL 32746-6206 Phone: M0831-2686 1 MANJA, L J 7h Ed NaredKan Entire House FOYILIV/DIN PANLALPIPCR KIT 2 Length of "exposed wall 318.0 It 65.0 It 8.0 t 25.0 t 3 Raul= cirrensons 20.0 x 22.0 It 12.0 x 8.0 1 12.0 x 13.0 It 4 Ceiings Condit. Option 9.1 If i heat/mol d 9.4 it heaUmol 9.4 t heat/mol 9.4 l heat/mol TYPE OF CST HIM Asa Load (Btuh) Asa Load (Btuh) Aim Load (Btuh) ARa Load (Btuh) " EXPOSURE NO Htg I Clg ft Htg I pig jt - Htg I Clg R Htg I Clg ft) Htg Cig 5 Gross . a 14B 4. 2.1 1128 423 75 235 Exposed b 1ffi 2. 1.9 1458 0 0 walls and c 13C 3. 1.2 338 11 0 partitions d 0. 0.0 0 0 0 e 0. 0.0 0 0 0 f0. 0.0 0 0 0 6 Wdw and a 1C 37. 299 10581 6B 2513 0 0 c 0 glassdoom b-8C 37. 48 1714 0 0 0 0 0 Heating - c SIC 38. 0 0 0 0 0 0 o d 1C 37. 0 0 0 0 0 0 0 e 7L 20. 0 0 0 0 0 0 D`' f 0. 0 0 0 0 0 0 0 7 Wrbm and. North 20.5 69 1397 Z4 490 0 0 0 glass doors Cooling NEW/ E/ W 0.0 59.3 0 2410 11195 0 440 2M0 00 0 1 0 0 SE/ SW 0.0 0 0 0 0 0 0 0 South 30. 28 851 0 0 0 0 0 hbm 0.0 0 0. 0•••• 0 0 0 0 8 Oierrbos a 10D 14. 9:9 20 294 199 20 294 199 0 0 0 0 0 b I A" 18. 12. 18 340 229 0 0 0 0 0 0 0 0 c 0. 0.0 0 0 0 0 01 0 0 o 0 0 0 9 NA a 14B 4. 2.1 932 4296 192(1 335 1544 690 75 347 155 235 1083 484 exposed b 12C 2. 1.9 1297 3736 2521 0 0 0 0 0 0 0 0 wallsand c 13C 3. 1.2 1008 374 18B 592 220 0 0 0 1 0 0 Partitions d - 0. 0.0 0 0 0 0 0 0 0 0 0 1 0 0 e - 0. 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0. 0.0 0 0 0 0 0 0 0 0 0 1 c 0 0 10 Ceilings a 16G 1.1 I.4 1731 1828 2399 60 63 83 0 0 0 0. 0 b 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25. 0.1 111 4014 0 65 1655 0 8 207 0 648 0 Note: mom b 19G 1. 0.0 460 523 0 0 0 0 0 0 0 0 0 I c- 0. 0.0 0- 0 0 0 0 0 0" 0 0C 0 0 is displ. d 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0. 0.0 0 0 0 0 0 0 0 0 0 0. 0 floors) If 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.1 9.3 375 10M 3503 8B 2558 822 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 390 M19 511 1731 Less external heating 0 0 0 0 Less transfer 0 0 0 0 redistribution.. .... 0 0 0 0 14 Heating. Dudloss10 % 3942 10° 925 10% 55 10° 173 15 Total loss= 13+14 43364 10174 609 1914 i6 Int. gains People @ 300 8 2400 1 300 0 0 c' 0 Appl. @ 120D 2 1800 0 0 1 600 1 12DO 17 Sublot RSH gain=7+8.+12+16 318M 5427 755 16B4 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Dud gain 10° 3189 10° 543 10° 75 10° 169 19 Total RSH gain=(17+18)'PLF 1.00 3'5M 1.00 5870 1.00 83] 1.00 1852 20 Airrequimd (drn 2000 200D 469 340 2BI 47 88 1 105 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right - Sul. Resldentlal 5.5.17 RSR25D14 2004-Fob-M 15:5020 PM E:\Fdes\MORRISON2002CUMBERLANDdamper\CUMBERLANDdamper.rsr - Page 1 Y, I f RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DELAIR HEATING,AIR CONDITIONING,R Job:CUMBERLAND 10-22-02 109 COMMERCE STREET,LAKE MARY,FL 327466206 Ph— (407) $31-2555 Procedure A - winter intutratlon H I m caicuianon- 1. Winter infiltration AVF 0.70 ach x 26540 fta x 0.0167 = 310 cfm 2. Winter infiltration load 1.1 x 310 cfm x 32 °F Winter TD' = 10899 Btuh 3. Winter infiltration HTM 10899 Btuh / 375 ft2 Total window = 29.1 Btuh/ft2 and door area Procedure 13 - Summer Infiltration HTM calculation 1. Summer infiltration AVF 0.40 ach x 26540 ft3 x 0.0167 = 177 cfm 2. Summer infiltration load 1.1 x 177 cfm x 18 'F Summer TID = 3503 Btuh 3. Summer infiltration HTM 3503 Btuh / 375 ft2 Total window = 9.3 Btuhlftz and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff. x 177 cfm = 5218 Btuh Proceaure w - tiquipmenT. zwzing Loaas 1. Sensible sizing load Sensible v (lation load 1.1 x cfm vent. x 18 °F Summer TD = 1980 Btuh Sensible load for structure (Line 19) + 35079 Btuh Sum of ventilation and structure loads = 37059 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36318 Btuh 2. Latent, sizing load latent ventilation load 0.68 x 100 cfm vent. x 43 gr/Ib moist.diff. = 2949 Btuh Internal loads = 230 Btuh x 8 people + 1840- Btuh Infiltration load from Procedure C + 5218 Btuh Equipment sizing load - latent = 10007 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/Italic values hew bean —Ily owrldd- Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Ri ltSute Resdereal5.5.17 RSR25014 2004-FaD0915: 50:20 E.1Ftes1MORRISON 200ZCUMBERUWDdanpeACUMBERLANDd=W.rsr - Page1 a PROJECT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:CUMBERLAND 10-22-02 109 COMMERCE STREET, LAKE MARY,FL 32746-62M Phone: (40T) 831-2565 y.,, ...e For • " •HOMES Notes: W/DAMPER Weather. Orlando -AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 . °F Design TD 32 °F Heating Summary Building heat loss 43364 Btuh Ventilation air 0 cfm Ventilation ai loss oad 0 Btuh 43364 BtuhDesignheat Infiltration Method Simplified Construction quality Fireplaces Averag 8 Heating Cool g ZBIf IIJtArea (ft Volume (ft 26540 26540 Air changes/hour 0.70 0.40 177Equiv. AVF (cfm) 310 Heating Equipment Summary Mdce CARRIER Trade Model Efficiency 7.8 HSPF Heating input Heating output 0 Btuh @ 47°F Temperature rise 0 F Actual air flow 2000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0.40 in H2O Space thermostat Summer Design Conditions Outside db 93 °F Inside db 75 eF D 1M eFygnrrangDe Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 35079 Btuh Ventilation 1980 Btuh Dsir to drrature swing 3.0 °F Rate/swing multiplier 0.98 Total sens. equip. load 36318 Btuh Latent Cooling Equipment Load Sizing Internal gains 1840 Btuh Ventilation 2949 Btuh Infiltration 5218 Btuh Total latent equip. load 10007 Btuh Total equipment load 46324 Btuh Reg. total capacity at 0.80 SHR 3.8 ton Cooling Equipment Summary Nike CARRIER Trade... Cond Coil Efficiency 12 EER Sensible cooling 46400 Btuh Latent cooling 11600 Btuh Total cooli 58000 Btuh Actual air Itw 2000 cfm Air flow factor 0.057 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 79 % Bold/italic values han been m ueily owdddn Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Y RlghtSuie ResNent1115.5. 17 RS-14 i BERIANOdamWCUMBERLANDdamW. rsr 2004-Feb-M 15:50.20 Page 1 RIGHT-J. WINDOW DATA Yc DELAIR HEATING,AIR CONDITIONING,R Job:CUMBERLAND _10-22-02 109 COMMERCE STREET, LAKE MARY,FL 32748A2M Phony.. (407) 831-M W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/LIV/D:IN a n w a c n 0 d 1 1 90 1.0 1.4 1.0 6.0 54.4 38.0 1.0 a n n a c n 0 d 1 1 90 1.0 1.4 11.0 5.0 20.4 23.0. 0.0 a n w a c n 0 n 1 1 90 1.0 4.0 4.5 7.0 87.4 7.0 0.0 PAN /LAU N/PD R KIT NOOK/FAM a n e a c n 0 d 1 1 90 1.0 1.4 11.0 5.0 54.4 32.0 0.0 a n s a c n 0 d 1 1 90 1.0 1.4 11.0 5.0 30.4 28.0 0.0 b n e a c n 0 d 1 1 90 1.0 1.4 11.0 8.0 54.4 48.0 0.0 13113 a n w b c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 30.0 1.0 BTH3 a n n b c n 0 d 1 1 90 1.0 1.4 1.0 3.0 20.4 9.0 0.0 BR4 a n n b c n 0 d 1 1 90 1.0 1.4 1.0 5.0 20.4 15.0 0.0 MBTH a n n b c n 0 d 1 1 90 1.0 1.4 1.0 4.0 20.4 16.0 0.0 a n e b' c n 0 d 1 1 90 1.0 1.4 1.0 4.0 54.4 16.0 0.6 WIC MBR a n e b c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 30.0 1.0 GAME RM a n w b c n 0 n 1 1 90 1.0 1.4 1.0 5.0 87.4 30.0 1.0 RIgMSute ResldmRel 5.5.17 RSR25014 2004-Feb-0915:50:20 f E 1F*s\MORRISON 200Z,CUMBERLANDdampMCUMBERLANDdampm.rsr Page 1 BR2 a n w b c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 15.0 0.5 BTH2 RIgMSuke R.di dial 5.5.17 RSR26014 2004Feh-0915:59.20 E.1Fiks\MORRISON 2002CUMBERLANOdamper\CUMBERLANDtlamper. rsr Page RIGHT-J WORKS HEET 11 Entire HouseRXIDELAIRHEATING,AIR CONDITIONING,R Job: CUMBERLAND 10.22-02 109 COMMERCE STREET, LAKE MARY. FL 32746-6205 Ph- t407) a31-2665 1. MA"J4L J 71h Ed. 1 Nam of ovn NJ66FAM BR3 8TH0 BR4 2 Length of exposed wall 58.0 It27.0 It 6.0 t - 12.0 It 3 Fban drrerwris 27.0 x 20.0 It 15.0 x 13.0 It 15.0 x 6.0 1 15.0 x 12.0 t 4 Ceiings Condit. Option 9.4 It i heatf000l 9.0 t heaUcool 9.0 It heaUcool 9.0 t heat/cool TYPE OF CST HIM Area Load (Btuh) Asa. Load (Btuh) Asa Load (Btuh) Am Load (Btuh) EXPOSURE NO Htg I Clg W) Htg Clg_ ft Htg I Clg fly Htg Clg ftj Htg I Clg 5. Gmss a 14B 4. 2.1 395 0 0 Exposed b 12C 2. 1.9 0 21 5M1 108 walls and c 13C. 3. 1.2 150 0."' 0 partitions d 0. 0.0 0 0 0 e 0. 0.0 0 0 0 f 0. 0.0 0 0 0 6 W1bns>rd - a iC 37. EO 2218. 30 1109 9 333 4 glass doors b 8C 37. 48 1774 0 0 0 1 0 Heating c 9C 371. 0 0 0 0 0 0 0 d 1C 37. 0 0 0 0 0 0" 0 e 7L 20. 0 0 0 0 0. 0 0 7 Wilms and North 20. 0 0 1 20 9 181 1 MS glass doors NEbw 0.0 0 0 0 0 0 0 0 Cooling ENV59. 80 4362 29 1579 0 0 0 SE/SW 0.0 0 0 0 0 0 0 0 South 30. 28 851 0 0 0 0 0 Ha 0.0 0 0 0 0 0 0 0 8 Uradws a tOD 14. 9.9 0 0 0 0 0 0 0 0 0 0 0 b 11A 18. 12. 18 340 229 0- 0 0 0 0 0 0 0 c 0. 0.1 01 0 0 0 0 0 0 0 0 C 0 0 9 let a 148 4. 2.1 257 1322 591 0 0 0 0 0 0 0 0 exposed b 12C 2. 1.9 0 0 0 213 613 414 45 130 87 92 268 181 walls and c 13C 3. 1.2 132 416 154 0 0 0 0 0 0 1 0 0 partitions d 0. 0.0 0 0 0 0 0 0 0 0 0 1 0 0 e 0. 0.0 0 0 0 0 0 0 0 0 0 C 0 0 f 0. 0.0 0 0 0 0 0 0 0 0 0 cl 0 0 10 Ceilings a 1BG 1.1 1.4 0 0 0 195 zs 270 90 95 125 180 190 249 b 0. 0.0, 0 0 0 0 0 0 0 0 0 1 0 0 c 0. 0.0 0 0 0 0 0 0 0 0 0 C 0 0 d 0. 0.0 0 0 0 0 0 0 0 0 0 C 0 0 e 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25. 0.0 58 15M 0 0 0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0. 0.0 0 0 00 0 0 0 0 0 0 0 isdispl. d 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0. 0.0 0 0 0 0- 0 0 0 0 0 0- 0 Floors) If 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration - a 29.1 9.3 126 36M 1177 30 872 290 9 262 84 1 435 140 13 Subtotal loss=6+8..+11+12 11235 21M 819 1441 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution- - 10 0 0. 10° 0 e.._.. p 14 Duo loss 1124 10° 29D 82 20111145 15 Total loss=13+14 12359 3090 901 1593 16 Int. gains: . Pao le @ 300 4 120D0 0 0 00 00 000 0 17 Appl. @ t200 Subtot RSH gain=7+8. +12+16 0 8555 25M 480 876 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Dud gain 10% EU6 10° 256 10% 48 10° 88 19 Total RSH gain=(17+18)'PLF 1.00 11 1.00 142 282D 1.00 528 1.00 954 20 Airrequired (rim) 570 Sr 16l Kra 30 73 55 Printout certified by ACCA to meet all requirements of Manual J 7th Ed: RightSute Residential 5.5.17 RSR26014 200¢FebA915:5Q20 EAFax%MORRISON 2002CUMBERLANDdarnper%CUMBERLANDdamper.rsr Page 2 MR RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CUMBERLAND 110-22-02 109 COMMERCE STREET, LAKE MARY, FL 327466206 Phone: (407) 831-2665 MQN.W.,1711 Ed 1 Narte of loan Mm - WC MBR GAME RM 2 Length of exposed wall 24.0 It 9.0 t 35.0 If 36.0 A 3 Roan dmaeas 13.0 x 11.0 t, 9.0 x 13.0 It 18.0 x 17.0 It 12.0 x 25.0 t 4 Ceiings Condit. Option 9.0 It heatt000l 9.0 Itheat/cool 9:0 t heat(mol 9.0 t heat/cool TYPE CF CST HTM Ass Load (Btuh) Ana Load (Btuh) Am Load (Btuh) Am Load (Stuh)- D( PC6URE NO Htg Clg- ft) Htg Clg ft Htg Clg ft Htg Cig ft Htg Clg 5 Gross a 14B 4. 2.1 0 0 0 Exposed b 12C 2. 1:9 216 81 315 324 wells and a 13C. 3. 1.2 0 0 0 partili on s d 0. 0.0 0 0 0 e 0. 0.0 0 0 0 f0. 0.0 0 0 0 6 Wxbisand a 7C 37. 32 1183 0 0 3D 1109 1108 glass doors b 8C 37. 0 0 0 0 0 0 0 Heating c 90 38. 0 0 0 0 0 0 0 e 7L 20. 0 0 0 0 0 0 0 f 0. 0 0 0 0 0 0 0 7 WrINsad North' 20. 17 340 0 0 1 2) 1 29 glass doom PEM 0.0 0 0 0 0 0 0 0 Cooling ENV 59.2.15 835 0 0 29 1579 2537 SE/ SW 0.0 0 0 0 0 0. 0 0 South 30. 0 0 0 0 0 0 0 Fb¢ 0.0 0 0 0 0 0 0 0 8 G1erd,:x s a 10D 14. 9.9 0 0 0 0 0 0 0 0 0 0 0 b 11A 18. 12. 0 0 0 0 0 0 0 0 0 0 0 c 0. 0.0 0 0 0 0 0 0 0 0 0 C 0 0 9 Net a 14B 4A 2.1 0 0 0 0 0 0 0- 0 0 0 0 exposed b 12C 2.1 1.9 184 530 35B 81 233 157 295 821 554 294 847 5R wallsand c 13C 3. 1.2 0 0 0 0 0 0 0 0 0 0 0 partitions d 0. 0.0 0 0 0 0 0 0 0. 0 0 0 0 e 0. 0.0- 0 0 0 0 0 0 0 0 0 0 0 f 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 143 151 198 117 124 162 308 323 424 300 317 416 b 0. a0 0 0 0 0 0 0 0 0 0 0 0 c 0A 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0A 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0: 0.0 0 0 0 0 0 0 0 0 0 0 0 r o. o:o 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.1 0.0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 300 341 0 Perimeter c 0. 0.0 0 0 0' 0 0 0 0 0 0 0 0 Isdispi. d 0. 0.0 0 0 0 0 0 0 0 0 0 1 0 0 for slab a 0. 0.0 0. 0 0 0 0 0 0 0 0 0 0 noom) f o: 0.0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 29.1 9.3 32 930 299 0 0 0 30 M 280 31 872 28D 13 Subtotal loss=6+8,.+111+12 2794 317 3125 3495 Less external heating D 0 0 0 Less transfer 0 0 0 0 Heating redistribution_... 0 0 0 0 14 Dud loss 109 279 10° I•"' 10%- 312 10° 349 15 Total loss= 13+14 3073 393 3437 3834 16 Int. gains: People @ 30D 0 0 0 0 1 311 600 Appl. @ 120D 0 0 0 0 0 0 C"" 0 17 Subtot RSH gain=7+8. +12+16 2030 220 3157 4433 Less extemal cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling mdistd bution 10% 0 0 0 0 18 Dud gain 203 10° 32 t0Y 316 10° 443 19 Total RSH gain=(17+18)'PLF 1.00 2233 1.00 352 1.00 3473 1.00 AIM 20 Alrmquimd (cfm) 142 127 181 20 159 198 1771 278 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right-"& ResiderRal 5.5.17 RSR2S014 20D4-Feb-09 15:5020 E:\ Fins%MORRISON 2W21CUMBERLANOdampaACUMBERLANDdampx.mr Page 3 1! RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CUMBERLAND 10-22-02 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Ph- (407) 931-2565 1 Mane dove BR2 MW 2 Length of exposed wall 13.0 It 0.0 It 3 Room dirrareans 13.0 x 200 1 8.0 X 10.0 1: 4 Ceilngs Condit. Option 9.0 It i hI eat/coot 8.0 tiheatt000l TYPE CF CST HIM Am Load (8tuh) Ana Load (13tuh) Am Apea EXPCSLR1E NO Htg Cig . ft Htg Cig 111 Htg I Cig Htg C1g Htg Cig 5 Gmss a 14B 4. 2.1 0 0 Exposed b 12C 2. 1.9 117 0 walls and 1c 3C 1 1.2 0 0 partitions d 0. 0.0 0 6 a 0. 00, 0 0 f 0. 0.0 0 0 Wdws and a ic 37. C 15 554 0 0 glass doom b 8C 371 0 0 0 0 Heating c 9c; 38.7 0 0 0 0 d 1C 37.( 0 0 0 0 a 7L 20.E 0 0 0 0 f OX 0 D 0 0 7 ftdx and North 20.E 0 10 0 0 ass doors NEfW 0.0 0 0 0 0 Cooling ENV 59.11 is 790 0 0 SE/SW 0.0 0 0 0 0 South 30.. o 0 0 0 Fbiz 0.0 0 0 0 0 8 Clherdxe a 10D 14. 9.9 0 0 0 0 0 0 b I IA 18.91 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 01 01 9 Net a 14B 4. 1 2.1 0 0 0 0 0 0 exposed b 12C 2. 1.9 IO2 294 198 0 0 0 walls and c 13C 3. 1.2 0 0 0 0 0 0 partitions d 0. 0.0 0 0 0 0 0 0 a 0. 0.0 0 0 0 0 0 0 f 1 0. 0.0 0 1 0 1 0 0 0 0 10 Ceilings a 16G 1.1 1.4 2ED 275 390 so 84 111 b 0.( 0.0 0 0 0 a 0 0 c 0A 0.0 0 0 0 0 0 0 d 0.( 0.0 0 0 01 0 0 0 a 0.01 0 0 0 0 0 0 f 0. 0.0 0 0 0 0 0 0 11 Floors a 22A 25.1 0.0 0 0 0 0 0 0 Note: mom b 19G 1.1 0.0 ieo 162 0 0 0 0 Perimeter c a.. 0.0 0 0 0 0 0 a sp,. d 0. 0.0 0 0 0 0 0 0 for slab e 0. I 0.0 0 0 0 0 0 0 floors) f 0. 0.0 0 0 0 0 0 0 1 121 Infiltration a 29.11 9.3 Is 436 140 0 0 0 13 Subtotal loss=6+8..+11+12 1140 14 Less external heating Less transfer 0 0 Heating -redistribution 0 C8) 14 Duct loss 10% 174 16-, 15 Total loss= 13+14 1914 93 16 Int. gains: People 300 0 0 0 0 Appl. @ 1200 0 0 0 0 17 Subtot RSH gain-7+8..+12+16 14M III Less external cooling 0 0 Less transfer 0 0 Cooling redistribution 0 0 18 Duct gain 10% 150 10./ 11 1 19 Total RSH gain=(17+18)•PLF 1.00 1648 1.00 122 I 20 I Airrequired (dm) 88 94 41 7 I I I ... Printout certified by ACCA to meet all requirements of Manual J 7th Ed. RVt-Suke ResWertial S+ 5+17 RSR26D14 20D4-Feb-09 1550:20 E:1F7esIMORRISON2DDZCL1MBERLANDdamWCUMBERLANDdampw.rsr Page 4 FOR M. 600A-2001 SUMMERCALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT #. BASE AS -BUILT GLASS TYPES 18 . X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2823.0 2&78 13099.8 Single, Clear E 1.4 7.0 38.0 63.97 0.95 2310.3 Single, Clear S 1.4 16.0 23.0 48.22 0.99 1099.3 Single, Clear E 4.0 11.5 7.0 63.97 0.84 37T1 Single, Clear W 1.4 16.0 32.0 57.68 1.00 1836.8 Single, Clear - W 1.4 19.0 48.0 57.68 1.00 2758.1. Single; Clear N 1.4 16.0 28.0 30.19 0.99 840.6 Single, Clear E 1.4 6.0 30.0 63.97 0.93 1784.8 Single, Clear S 1.4 4.0 9.0 48.22 0.78 340.4 Single, Clear S 1.4 6.0 15.0 48.22 0.89 6420 Single, Clear S 1.4 5.0 16.0 48.22 0.84 649.1 Single, Clear W 1.4 5.0 16.0 57.68 0.89 825.0 Single, Clear W 1.4 6.0 30.0 57.68 0.93 1607.7 Single, Clear E 1.4 6.0 30.0 63.97 0.93 17848 Single, Clear E 1.4 6.0 15.0 63.97 0.93 892.4 As -Built Total: 337.0 1774&7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM Points Adjacent 320.0 0.70 224.0 Concrete, Int Insul, Exterior 4.1 932.2 1.18 1100.0 Exterior 2229.2 1.90 4235.5 Frame, Wood, Exterior 11.0 1297.0 1.90 2464.3 Frame, Wood, Adjacent 11.0 320.0 0.70 224.0 Base Total: 2549.2 4459.E As -Built Total: 2649.2 3788.3 DOOR TYPES Area X BSPM = Points Type Area..X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144'0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 1728 CEILING TYPES Area X BSPM = Points Type R-Value.. Area. X SPM X SCM = Points Under Attic 1731.0 2.13 3687.0 Under Attic 30.0 1731.0 2.13X 1.00 3687.0 Base Total: 1731.0 3697.0 As -Built Total: 1731.0 3687.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM Points Slab 156.0(p) -31.8-4960.8 Slab -On -Grade Edge Insulation 0.0 156.0(p 31.90 4976.4 Raised 460.0 443-1577.8 Raised Wood , Adjacent 11.0 460.0 1.80 828.0 Base Total: 65W.6 As -Built Total: 616.0 4148.4 EnergyGaugeO DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FOR M. 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #. BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2823.0 14.31 40397.1 2823.0 14.31 40397.1 Summer Base Points: 55229.7 Summer As -Built Points: 61645.5 Total Summer. Points X System = Multiplier Cooling Points Total Component X Cap Ratio X Duct X System X. Credit.. Multiplier Multiplier . Multiplier DM x DSM x AHU) Cooling Points 55229.7 0.4266 23561.0 61645.5 61645.5 1.000 1.00 1.087 x 1.150 x 0.85) 0.284 1.069 0.284 0.950 0.950 17786-6 17786.6 EnergyGauge- DCA Form 60OA-2001 EnergyGaugeG/FIaRES2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT* BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X. WOF = Points 18 2823.0 - 5.86 2977.7 Single, Clear E" 1.4 7.0 38.0 1237 1.01 475.8, Single, Clear S 1.4 16.0 23.0 9.90 1.00 226.7 Single, Clear E 4.0 11.5 7.0 1237 1.03 89.4 Single, Clear W 1.4 16.0 320 13.25 1.00 423.7 Single, Clear W 1.4 19.0 48.0 1a25 1.00 635.6 Single, Clear N 1.4 16.0 28.0 15.07 1.00 421.4 Single, Clear E 1.4 6.0 30.0 1237 1.02 377.0 Single, Clear S 1.4 4.0 9.0 9.90 1.13 100.8 Single, Clear S 1.4 6.0 15.0 9.90 1.04 154.3 Single, Clear S 1.4 5.0 16.0 9.90 1.07 169.5 Single, Clear W 1.4 5.0 16.0 13.25 1.01 215.0 Single, Clear W 1.4 6.0 30.0 13.25 1.01 400.9 Single, Clear E 1.4 6.0 30.0 1237 1.02 377.0 Single, Clear E 1.4 6.0 15.0 1237 1.02 188.5 As -Built Total: 337.0 4255.4 WALL TYPES Area X BWPM = Points Type R-Value Area X. WPM. Points Adjacent 320.0 1.80 576.0 Concrete, Ind Insul, Exterior 4.1 932.2 3.31 3080.9 Exterior 2229.2 2.00 4458.4 Frame, Wood, Exterior 11.0 1297.0 2.00 2594.0 Frame, Mod, Adjacent 11.0 320.0 1.80 576.0 Base Total: 2649.2 5034.4 As -Built Total: 2549.2 6250.9 DOOR TYPES Area, X.BWPM = Points Type Area X WPM Points Ac;acend 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adiacend Insulated 18.0 4.00 72.0 Base Total: 38.0 _ 174.0 As -Built Total 38.0 224.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X. WPM X WCM = . Points Under Attic 1731.0 0.64 1107.8 Under Attic 30.0 1731.0 0.64X 1.00 1107.8 Base Total: 1731.0 1107.8 As -Built Total: 1731.0 1107.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area.X WPM Points Slab 156.0(p) -1.9 -296.4 Slab -On -Grade Edge Insulation 0.0 156.0(p 2.50 390.0 Raised 460.0 -0.20 -92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 388.4 As -Built Total: 616.0 1218.0 EnergyGaugeO DCA Form 600A-2001 EnergyGauge0/F.laRES2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 2823.0 -0.28 790.4 2823.0 028 790.4 Winter Base Points: 8115.1 Winter As -Built Points: 12265.8 Total Winter X Points System = Multiplier Heating Points Total. Component X . Cap Ratio X. Duet X System X Credit Multiplier Multiplier Multiplier . DMx DSMx AHU) Heating Points 8115.1 0.6274 5091.4 12265.6 12265.8 1.000 1.00 1.078 x 1.160 x 0.87) 0.438 1.093 0.438 0.950 0.950 55725 5572.5 EnergyGaugel DCA Form 600A-2001 EnergyGauge&RaRES22001 FLRCSB v3.30 FOR M. 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank-.: EF . Number of X Tank X Multiplier X Credit . = Total, - Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling +. Heating + Hot Water =. Total Points . .. Points Points Points Cooling + Heating + Hot Water = Total Points Points Points . Points 23561 5091 10256 38908 17787 5572 10495 33854 PASS EnergyGauge- DCA Form 600A-2001 EnergyGauge®/FlaRE52001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #. 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH C CHECK Exterior Windows & Doors 606 1B Maximum.3 s area: 5 ckritscil, door area Exterior & A4acent 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 & toplbottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed dig extends from and is sealed to the foundation o the top olate. Floors 606.1.ABC.1.2.2 Penetrations/openings > 1B" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the Perimeter, penetrationsand seams Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of telling 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 owimeter 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 & a'from insulation; or Type IC rated with < 20 cfm from conditioned s tested. Milli- tory Houses 1 tfloors, Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. nTlve AAL A 11onQ a....- ".. .....a..............l.. A 1... nil . ;.4-- 1 - COMPONENTS SECTION REQUIREMENTS CHEC Water Heaters 6121 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker ( electric) or cut asprovided, External built-in reauired. Swimming Pools & Spas 6121 Spas & heated pools must have covers (except solar heated). Non-commercial pods must have a pump timer. Gas spa & pod heaters must have a minimurn thermal efficient of78° Shower heads 6121 Water flow must be restricted to no more than 2.5 oallons per minute at 80 Air Distribution Systems 610.1 Al ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with fhe criteria of Section 61Q Ducts in unconditioned attic*: -6 min. insulation. HVAC Controls 607.1 Separate readily accessible ati Insulation 604.1, 6021 Ceilings-Mn. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common. ceiling & floors R-11,_. _._. _._----- EnergyGaugeTM DCA Form 60GA-2001 I EnergyGauge9/ FIaRES7W1 FLRCSBv3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.9 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 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 2823 ft' c. N/A 7. . Glass area & type - Single Pane Double Pane - a. Clear - single pane 337.0 fY 0.0 f12 _ 13. Heating systems b. Clear - double pane 0.0 W 0.0 W _ a. Electric Heat Rump c. Tint/other SHGC - single pane 0.0 fP 0.0 ft' _ d Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R--O.0,156.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0tY _ c, N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.1, 932.2 ft' _ b. Frame, Wood, Exterior R=11.0, 1297.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 320.0 fie _ 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, 1731.0 fe _ 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(Sealed):Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A M-H-Multizone heating) I certify that this home has complied with the FlondaEnergy 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 wil I be completed based on installed Code compliant features. Builder Signature: Date: Address ofNew Home: City/FL Zip: Cap: 58.0 kBtu/ty _ SEER: 12.00 Cap: 58.0 kBtu9v _ HSPF: 7.80 Cap: 50.0 gallons _ EF:0.86 _ PT, _ NOTE:. The home's estimated energyperformance score is only available through the FLARES computer program. This is r=a Building Energy. Rating. ifyour score is 80 or greater. (or 86for a US EPA/DOE EnayvStar. designation), your. home may quaIifyfor energy e;jiciency mortgage (EE4 incentives if you obtain a Florida Energy Gauge Rating: Contact the Energy. Gauge Hotline at 3211638-1492 or see the Energy Gauge web si to at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efci envy Code For Building Construction,. contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version: FLRCSBv3.30) v5 11a w T ... ' r—cayC 1 ,u.r !". TERMITICIDES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list if they meet the requirements for registration as a pesticide product as required by 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 Ingredient Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC T p TABORATE 59905-9 BIFLEX SFR TERMITICIDE /INSECTICIDE FMC CORP: BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 279-3112 BOARD DEFENSE IN-CIDE TECHNOLOGIES, INC. DISODIUM OCTABORATE TETRAHYDRATE 44757-20 BORA CARE NISUS CORP. DISODIUM OCTABORATE TETRAHIFDRATE 64405-1 CHLORPYRIPHOS PRO TERMITICIDE CONCENTRATE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CYREN TC SPECIALITY TERMrrICIDE! INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 67760-10 DEMON TC SYNGENTA dROP PROTECTION, CYPERMETHRIN, 10182-107 INC. DRAGNET SFR TERM ITICIDE/INSECTICIDE FMC Cow, MAW HRIN 279-3062 DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBANTC DOWAGROSCIENCES; CHLORPYRII=OS 62719-47 FIRSTLINE G7 PLUS TERMITE BAIT FMC CORP. SULFLURAMID 2793196 STATION ;- LABYRINTH TERMITE BAIT ENSYSTEX, INC: DIFLUSENZURON 68850-2 MARTIN'S PERMETHRIN SFR TERMITICIDE! INSECTICIDE CONTROL SOLUTIONS, INC PERMETHRIN 70506-6-53883 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 TERMITICIDE/INSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER BAYER CORP IMIDACLOPRID 3125 455 SOLUBLE PACKETS file://C:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 B o& --CA RE - ---- --- -1 APPROVALS i NES REPORT MIXING DIRECTIONS APPLICATION DIRECTIONS PRESCRIPTION TREATMENT BRAND TC WHITMIRE MICRO-GEN DIFLUBENZURON 499-488 223 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 59906-6 TETRAHYDRATE SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-32W TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / UNITED PHOSPHORUS, INC PERMETHRIN 70606-6 INSECTICIDE TERMIDOR 80 VVG AVENTIS ENVIRONMENTAL FIPRONIL 432-900TERMITICIDE/INSECTICIDE SCIENCES USA LP TIM-BOR PROFESSIONAL' UNITED STATES BORAX & DISODIUM OCTABORATE 1624-39CHEMICALCOMPANYTETRAHYDRATE TERMITICIDE TIC ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL CYANO 432-767 CONCENTRATE SCIENCES USA LP VR &R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 Note: This product is no longer shipped and distributed in the State; however, material in trade channels may be purchased and used acoordlnq to label directions. Pesticide Product Brands: 34 Corripanies: 22 Ustupdated: April1, 2002 If you have a question, regarding a pesticide (termiticide) that is not listed please complete the product information form and submit. inquiry to Department of Agriculture & Consumer Services.. Termiticide for New Construction Registration Inquiry Form This page has been accessed times since March 4th, 2002 file://C:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/0-d AT E i-A `d- I t c 4- - - A PRODUCT OF NISUS CORPORATION e/03 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: EPA Reg. No. 64405-1 DisodiumOctaborateTetrahydrate (Na2B4O,,o4H2O):........40.0% EPA Est. 64405 TN-1 INERT INGREDIENTS' ..60.0% U.S. Patent Nos.5,104,664 5,460,816 Density:11.51 pounds per gallon 5,645,828 6,426,095 KEEP OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply- artificial respiration if Indicated. Contact a physician if warranted. If In Eyes: Flush with plenty of water. Get medical attention if irritation persists. If On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY Involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-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. MADE IN THE U.S.A. 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.) y C ° flp °HAT I O N- 100 Nisus Drive, Rockford, TN 37853 800)264-0870 wwwnisuscorp.com 02M r 1. 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. 11. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution ratio may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anobiid and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2° thick or greater. Drywood Termites, 5:1 Two (2) applications Powderpost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2° in thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber 2 BORA-CARE® is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides long term protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid 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 soll. 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 JiW sanding may be necessary before applying a new 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 = 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 tffe 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 po lyisocyanu rate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be injected, as well as surface sprayed, to achieve proper control or prevention of Infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members is available.. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® 1:1) solution to all wood surfaces to the point of wetness. Concentrate application In areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subfloors. Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections VIII and IX for complete exterior application information). 3 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. Ose only a one (1) part water to one (1) part BORA-CARE® (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one (1) gallon water to one (1) gallon BORA-CARE®(1:1) solution to point of wetness in a 24-inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to include all sills, plates, floorjoists, piers, girders and 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 perimeter of the structure with a 24-inch wide band of BORA-CARE® solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure Injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to all base plates and the bottom 24 inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood in plumbing walls and apply to any wood in bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-inch wide barrier of treatment between the soil and the balance of the structure. V11. 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. Vi l 1. 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®wlll 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, comers and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply in rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA-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. Coate small section of treated wood with the finish to be used and check for compatibility prior to complete application. I,1 X. DIP TREATING LOGS AND LUMBER XII I. WARRANTY LIMITATIONS AND DISCLAIMER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1) . This will result in a stable solution containing 9% active Ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE® treatment to wood in contact with the ground or soil has a limited lifespan and will require periodic reapplication. Protection may be extended with the use of products such as JECTA®. XII. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CAREeto inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may Impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or insect infestation is not guaranteed. Neither the manufacturer nor seller shall be liable in respect to any injury or damage suffered by reason of the use of this product for a purpose not indicated by the label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if necessary, from the owner, following investigation by the user. BORA- CARE® and JECTA® are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood 1: 1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARE® Diluted BORA-CAREeto inches) Will Treat Up To: Treat 1000 Square Feet 1/ 4 1,600 Square Feet 0.6 Gallons 3/ 8 1,067 1.0 1 / 2 800 1.2 3/ 4 533 1.8 1 400 2.6 TABLE C. Round Logs 1: 1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of Diameter BORA-CAREe Diluted BORA-CAREeto inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4' NOTE: The numbers listed above are based on an application rate of one (1) gallon of BORA-CARE® solution to 400 board feet of wood. 100 Nisus Drive Rockford, TN 37853 X 800- 264-0870 www. nisuscorp.com National. Evalu ation Service Inc.' 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 ®` Phone703/931-2187 Fax:703/931-6505 UVTERIVATIONAL 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 216 DUNAVANT DRIVE ROCKFORD, TENNESSEE . 37853 800-264-0870 nlsusca-)nisuscorp.com www.nlsuscorp.com 1.0 SUBJECT BORA-CARE®Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterranean termites. BORA CARE kills the termites through ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA-CARE utilizes a patented formulation of this mineral salt DOT) and glycols. to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient In the wood member. BORA-CARE is water.soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Application BORA-CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistency as water. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordance with local, state, or federal pest control regulations. BORA CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists .of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electrical. wiring, and plumbing. 4.3 Protection from Water Since BORA-CARE is water soluble, treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data end test reports submitted by the apppplicant in its application requesting this re oft. No independent tests were perfonned by the National Evaluation Service, Inc. (NES), and NES specirically.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 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 name/and 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. s 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2. Test report, lab test of BORA-CARE treated wood and untreated wood exposed' to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/15Q4, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su.. 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/ barrier termiticide treatment is required by the applicable code or local code official, BORA CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 7.6 7.7 6.4 Test report, January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.6 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L Amburgey. 6.6 Test report, January 2001 Progress Report,110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L Amburgey and MS. S.V. Parikh. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® 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 Coder'", and the 1998 Intemational 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. ONE B7 — WOOD SUCK BY OTHERS CAULK A. WOO YANCKOOW FLANGE A. W000 BU CONCRETE CK MASONRY OPENING BY OTHERS EXTEIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE — WINDOW FRAME HEADER EXTERN WINDOWHEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAUL BY OTHERS SHIM AS REO'D ONE BY WOOD - SEE NOTES) BUCK BY OTHERS eua WIDTH 1 t/4• MIN INSTALLATIONANCHOR EMBEDMENT 3/ 1.'6' DUA TAPCON 1/ 4• SHIM - SHIM AS RE013 SHOWN FLANGE TYPE SPACE MAX- (SEE NOTES) CAULK BETWEEN WINDOW FRAME WOOD BUCK 3( JAMB d CONCRETE MASONRY OPENING OR MASONRY BY OTHERS .OPENINC BY OTHERS d - Q INSTAIUTON 1 1/4" MIN.. ANCHOR Aw CIA EMBEDLENTTAPCONSHOWNPERIMETER CAULK 4 I. BY OTHERS 1 CAULK BETWEEN WOOD BUCK k WINDOW WIDTH MAS•Y' OPENING 1/ 4' SHIM BY OTHERS SPACE MAX EXTERICAULK BE1WE)1 EXTERIOR WIINDOW FLAN FINISH WOBLICE BY OTHERS SECTI ON. 2OD , WINDOiY WTK A B C SUCK D E HEIGHT SILL STOOLK Z BY OTHERS WINDOW HGT. F G A H I. a o \ CAULK BETWEENWINDOW FLANGE h PRECAST SILL WITH VUL l PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS 'APPROVED EOUAL SECTION 1 1) SHIM D. AT EACH INSTALLATION ANCHOR WITH I= MAKING SHIM. MAX ALLOWABLE SHIM STAG( TO 13E 1/4-. 2) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6061 3) USE LATEX CAULK BEHIND WINDOW FIANCE AT HEAD k ,MHOS .SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE uULK• OR APPROVED FAILLE 4) APPUGTION OF WUOM 11.6 ADHESIVE CAULK AT FTWRE S61 MUST COMPLY WITH SEALANT MANUFACTURIXS RECOMMENDATIONS. 5) USE LAID( CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIANCE 6) GLASS TMCOEESS WAY VARY PER THE REQUIREMENTS OF ASIM E1JOG GLASS CHARTS. SINGLE GLAZING IS SHOW*. INSULATING GLASS IS ALSO OUAUFIM 7) GENERAL ALUMINUM' S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 15M INSULATING GLASS SINGLE HUNG SERIES. CAE(,C'i.' TrBA--.L(v 1F'TI. pJ E£MA` R-, O.AF- ii vtCL\ GJL' ALCT C7LT.r1II4 N : M i V ASCTL 4F Te`SL L"iF , COMPARATIVE ANALYST T10N CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE wmTH/NOCR EXTERIOR INTERIOR HEAL JAMB7. 12 13 15 1/5 x 26 15 1/8 x 35 3/5 59 75 as 75B B14 191/3 x 50 5/5 56 55 S FA 1444 15 1/5 X d< N 54 54 s2 B BFF 14+5 15I61.. 1. NIA 15 1/5 X 63 52 45 45 E 16 15 in X 72 40 40 R F C 1 1H3 1R X215 1/2 X >s 1A 51' . si E 8 FA F.0 1144261/2 X s0 &A 44 44 42 B B1N444 261/2 X 54 AA X 55 42 41 41 BFA 1 H4+6 INS 26 1/2 6/5 26 1/2 X 53 40 40 S FA 6 FG 3m0 30 1/ 2 X 26 30 1/2 X 35 34 56 44 56 44B BF 3OX430 1/ 2 x 50 5A 40 40 9 3=44-430 ,/2 X 64 4/8 40 40 B 3OX4+5 301/2 X 55 *A 30 X 63 40 40 B F.0 3mis 5 1/ 246 22 23 x 37X 38 3A 1 40 40 BB 24 24+4 37X 50 AA 37 X 14 & A 40 40 40 40B BF." 244537 X4040925371S5 37 X 77 Aft 4626 4838 X 45 X 35 3A 45 40 40 BI FG F,,0 F,0 455045x SD AA 40 40 B F.C.HJ 484+5 4B X 55 5/5 40 40 B B F.GFIJ4553 45 x 53 40 40 33 1A. i 9 IA X Ja 3/4 45 40 a 40B BF.GF.0 34531/ 2 It e/ A^ 40 +y; 40 4400 5F'.0 hJ 3444 34+5 531/$ x M AA W 1/5 X 55 6/5 40 40 B F,C.IH, I 35 53 to X 63 40 40 5 8. F 136 53 1 X 72 40 40 1) Mff IE HATER RESISTANCE TEST REMREYENT OF 152 OF DESIGN LOAD APPLIES, POSITIVE. DESIGN LOAlLS W61 BEUWTEDTO4MOPSFDUETOWATERTESTPRESSUREOF6.0 PSF ACHIEVED IN TEST. 2) INSTALLAytow FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/15• DIA. TAPOON ANCHORS or SUFFICIENTLENGTHTOPROVIDEMOL1-1/4• EIHBEDUENT INTO SUBSTRATE AT LDOATONS SHM ON CHART. l 3)))) SEE ELEV 5AB5TION FOR KEYTO TAPCON LOCATIONS j / I ALLIN07HE7L FAL'TOR7 APOF PLIED TICEN LENGTH TO PRONOE 3/4• MIN. EWEEDNEFT INTO WOOD SUCK AT EL L_-.Y /" ATI O I V 5) IF EXACT WMOW 612E IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED 1WTi NEXT LARGER SZE FOR THE APPROPRIATE DESIGN PRESSURE REO*M VIEWED FROM EXTERIOR toot V, C,. dy Pd. • Cgr di. L IT )5006 • P.Q. lox 519022.6d-4 DL ox.Ho 6e> avnw ASSEMBLY DRAWING SERIES 14!i9/ 1540 TDL SINGLE HUNG WINDOW oAAw 5Y oqu 51 4.Y2 BB N A.. o.o rA15eA OZ 2(-dZ 1111E SYM REMMON BY ECN o 10/26/01 B GEN—OC PREPAID Or. PRDOUCf TEOWDUMT 0114. 250 IWMW CWL M. SUITE 250. 1EA/X104', RDRM 3SR44 PHONE Am 005-D363 Fox 40T 6 CAULK BETWEEN WOOD BUCK A MASONRY OPENING BY OTHERS ONE By WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO BY OTHERS / PERIMETER CAULK J BY OTHERS 1 ' 1 GLAZING MNDOW HEIGHT EXTERIOR I' PERIMETER CAULK BY OTHERS INSTALLAROT ANCHOR 3/16' OtA IAPCON 7/4' MAK. BUCK WIDTH SMU SPACE SHIM AS ES) 1-1. TIN, MASONCONCRETE OR (SEE NOTES) I" EMBEDMENTMASONRYOPENING Br OTHERS FLANGE TYPE SHIM AS REO"0. WINDOW FRAMErOOD BUCK hNSEENOTES) JAMB AS'Y OPENING Y OTHERS GLAZING INSTAL ATION 1-1/4- MIN. 3%6" DIAAPC011 EMBEDMENTt/i wx, NEBY WOOD 7JTSHIM. SPACE EXTERIORUCK BY OTHERS AULK BETWEENPERIMETERCAULKNGEBTOTHERS -OOD BUCK NDOw WIDTHCONCRETEORMASONRY OPENING BY OTHERS FLANGE TYPE WINDOW FRAME SE CTI ON 2 BY OTHERS CENTRALHEADER - RMA •0•+• i•LV WINDOW MANUFACTURER NAME: HEEIIGHT WTH. - CENG(iAi ALJMINUH FLANGE TYPE WINDOW FRAME SILL D A C C.FN RAI NOT ES• MASTERER nLE "" 1) SNIP AS REO.0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM; MAX. ALLOWABLE SHIN STACK TO BE 1/4'. E - 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SI ATTACHED TO FLANGE HEAD & . SILL MU 3) CAULK ORJAPPROVED EOUAL- BE TSHE SUBSTRATE WITTHHINDVULKEMNDOW16 ADHESIVETCAULK AT FRAME SILL MUST COMPLY WITH SEALANT4) APPLICATION OF WLKIM 116 ADHESIVE 2. MUNFACTURER•S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. vARY PER IHE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 6) GLASS THICKNESS MAYt) WHERE WATER RESISTANCE TEST REOURHMENT OF T ' OF DESIGN LOAD APPLIES. POSITIVE DESIGNWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED tN TEST. TO WINDOW. H LOADS I S)LINSTALLATION: FLANGE WINDOW d CONCRETE OR MASONRY OPENING USE 3/16* DIALSUFFICIENTLENGTH.M PRGWDE Md. 1-1/4- EMBEDMENT INTO SUBSTRATEHGT. TAPCON ANCHORS OF AT LOCATIONS SHOYR/ ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. t 0). INSTALL (B SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD SUCKFACTORYAPPLIEDNC•E5 ARE NOT PRESS>iT• AT ALL OTHER FACTORY APPLIED INSTALLATION NOTES. IF B SCREWS SHOULD BE PLACED AT MAX. 6• FROM CORNERS &'MAX. 2i D.C. USE ANCHOR OUANTIII LISTED WITH11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO•D. THIS PRINT ALSO APPLIES TG THE 1SSG SEPJETk12) GENERAL 1450 SERIES PICTURE MNOOW IS SHOWN. F ti. G MARBLE SILL, STOOL BY OTHERS PRE -CAST SILL CAULK BETWEEN WINDOW FLANGE BY OTHERS k PRECAST SILL MIN WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 1 ELEVATION' VIEWED FROM EXTERIOR. loot W. m_ B iIN' ..._ DATE SYM REN— 6Y `SEC-`. TL CartldOan. I$ 75006 • PA: Bm 61SM • DI16m. 7E 75. INSTALLATION. DETAIL SERIES Ie50/1550 FL%NCE Pw N/A OAii C.'.WLA T ^ II I /0; 18 1 GEN!X" SHEATHING BY OTHERS 8 INSTALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN FIN TYPE — WINDOWFRAME SILL PERIMETER CAULK BY OTHERS is SCREWINSTALATION ANCHOR SHOWN 8 INSTALATION ANCHOR SCREW SHOWN (TYP.) CAULK BETWEEN FINC $HEATING SHIM AS REO•D. SEE NOTES) BYXOTWDHEERS 1" MIN. FIN TYPE EMBEDMENT WINDOW FRAME CAUV 'ETWEEN SHEA G h FIN JAMB SY O.—RS 2 x WOOD BY OTHERS WINO 1' MIN. SIZE (R EMBEDMENT WIDTH/HI 6 X16X1ax SHIM AS REO•D. SEE NOTES) SHEATHING BY OTHERS WINDOW vnDIM EXTERIOR FINI$R BY OTHERS FXT RIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.- I " ANCHOR (TYP.) 0 0 0 0 0 0 0 SILL STOOL 2 BY OTHERS 24' D.C. MAX (TYP.) O EOUALLY SPACE NANDOW ANCHORS (TYP.) HGT: 0 0 0 / 0 SHIM AS REO'D. 0 MAX. (TYP.) SEE NOTES) 0 ' 0 0, 0 0 6" 2 X WOOD BY OTHERS 1 I„r 6- MAX (TYP.) TYP.) 'F CAULK BETWEEN WINDOW FIN& ELEVATION E XTERIOR SHEATHING - FINISH M VIEWED FROM EXTERIOR•. BY OTHER$ EMBEDMENT SHEATHING - SECTION 1 BY OTHERS MANUFACTURM Tim: eR MASTER EELE # 3 — 1). SHIM AS REO•D. ADJACENT TO EACH NSTALLATXx1 ANCHOR WITH LOAD BEAR" SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT NEAO. SILL @ JAMBS. USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS SINGLE GLA2ING IS SHOWN. INSULATING CLASS IS ALSO DUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUXIEMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGNWILLBELIMITEDTOA0.0 PSF DUE 10 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED ON TEST' 7)' INSTALLATION: FIN FRAME WINDOW ONWOOD FRAME OPEHING WIN TWO By N00D BED USING INSTALLATION:0.090 IN. DIA NAILS OR (a SCREWS OF STJFFI=NT LENGTH TO PROVIpE Mal 1" EMBEDMENT INTO SUBSTRATE. 8) 6 EXACT WINDOW SIZE IS NOT LISTED N ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. 9) GENERAL ALUMINL/W'S 1140 SERIES SINGLE HUNG 6 SHOWN. THIS PRINT ALSO APPLIES TO TNC 19/0 NSULATNG GLASS- SINGLE HUNG SERIES. 1L } IL Cmlb1' M • CammaR. TE 7m • m 8aa 619m • Ban= 1E aace o ASSEMBLY DRAWING SERIES 11'40/1940 TDL SINGLE HUNG WINDOW N A GEN-001 I - 1 I' MIN. .--WINDOW ViDTM' 1/4MAx. SHEATHING EMBEDMENT SMIM SPACE BY OTHERS 2 % IT WOOD BT OIMERS SHIM AS REO'D. ( 2 X WOOD BT OTHERS CAULK BEHIND FIN FIM IT PC WINDOW 48 INSIALLATION FRAME JAMB F INISH 0R ANCHOR SCREW FY OTHERS BYOTHERS1' MIN. SMIM AS REWIL GLAZING EMBEDMENT PERT ETER CAULK (SEE NOT BY OTHERS — 1/ 4' MAX. SHIM SPACE EXTERIOR PERIMETER CAULK FIN TYPE BY OTHERS WINDOW FRAME* AB INSTALLATION ANCHOR SCREW EXTERIOR GLAZING SCENOTES) EXTERIOR IFIN TYPE WINDOW ' FRAMESILLPERIMETER CAULK OTHERS BYMIMEMBEDMENT EXTERIORFINISHBYOTHERSCAULK BEHIND Fj— SHEATHING BY OTHERS SECTION I COMPARATIVE ANALYSIS 8 ANCHOR CHART vSIZE W SCREWS REOUIREDor 91NDIALMAILS CApp TYRINSPSf REO RED INFRAME FRAME INC ME S) v101H/ E1GH EXTERIOR. INTERIOR HEAD L SILL. B EAL JAMB HEAD L SILL a EA. JAMB 20 . 30 40 40 2 2' 2 32 220 z 40 40 40 2 3 2 j 20 x SO40A40Ioa30 40 40 2 2 3 2 320 . 40 40 40 2 3 2 7 30 % SO 0. 60 40 4 40 42 24 40 z 40 X /04040 40 103 23 3 73 1 40 X SO 1 x 40 40 4 3 33 3S SO 40 2 1 SO X 40 40 40 J 1 1 TO . 30 30 . 60 40 40 40 40I 1040 4 . FINISH CAULK BEHiMD FIN E'' NT `r Fx OPM D.®•A.w• By OTHERS uSAL17VTdTdpL1tLL(VBT JL• fBJLL.l' tfl 9(D al• SECTION2 SHEATHING 1T11'al\Jj`AC R NAM: BY OTTERS MASTERpp?41— 7tAl f / M/N!/ M WINDOW WIDTH 1H AS 1 ER _ F x .L('H # VINDDV HEIGHTV1 MF_ 1/4•' MAx. SHIM SPACE AS INSTALLATION ANCHOR SCREW 2 X WOOD BT OTHERS I CRE VATER RESISTANCE lEST REOUIREHEMT Or ILL OF DESIGN LOAD APPLIES. POSITI VC DESIGNLOADSWILLBELIMITEDTO40APSFDUETOWATERTESTPRESSUREOF6D PSF ACHIEVED IN TEST. 27 INSTALLATION. FINFRAMEVINDOVINWOODFRAMEOPENINGVIIN TWO BY WOOD STUDS USING ABSCREWSOFSUFFICIENTLENGTHMPROVIDEMIH1• EMB[IxffM INTO SUBSTRATE OR 0D99 IK DIA. MAILS. 3) IF ExACTWINDOWSIZEISNOTLISTEDINANCHORCMMl. USE OWMITY LISTED V17H NEXT LARGER SIZE. 2 a) SHIM AS REO'D. ADJACENT TO EACH IMTALLATION ANCHIQi WITH LOAD DEARIMX SHIM EO(IALLY SPACE MA' ALLOWABLE SMIM STACK TO BE 1/4'. ANCHORS (TTPJ 5, WI Do- FRAME 6) uSETCx CAULMKMATERIAL - ND VIOWFIN LAT MEAD• SILL L JAMBS. 7) USE LATEX CAULK FOR PCR1NElER SEAL -- .EXTERIOR OF WINDOW FLANGE. I B) GLASS THICKNESS HMI VARY PER REOUIREMENTS DF GSTN C1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSIx.ATING GLASS ALSO "LIFIED. 9) GENERAL TO INk SERIES PICEURE vTLIRE W) , IS SHOWN THIS PRIM ALSO 0 0 0 0 0o ----1- cly I 6• MAX. CTYPJ ELEVATION 1 1 I VIEWED FROM EXTERIOR CAULK BCIVEEN7WOODBUCKL MASONRY OPENING BY .OTHERS CAULK BETWEEN VINDOV FLANGE L WOOD BUCK CEB6RETC DR MASONRY O P E N BY OTHERS CXTERIOR FINISH — By OTHERS PERIMETER CAULK - BY OTHERS FLANGE TYPE - WINDW FRAME HEADER WINDOW EXTERIOR HEIGHT FLANGE TYPE — WINDW FRAME SILL PERIMETER CAULK BY OTHERS ONE BY WOOD NOTES, _ I/A' MAX. . Ja S BUCK IT DINERS NIDf VIDTM —•+' S I) $N14 A$ REO'D. A7 EACH IN$1ALLA710N ANCHOR USING LOAD BEARING SHY. MAX. HIM SPACEL 1.I/A• MIN. INSTALLATION ANCHOR ALLOWABLE SHIMM STACK TO BE )/A : SHIM AS R[D'D 1 EHBEDMENT 2) WINDOW FRAME MATERIAL ALUMINUM ALLOT' 6063. tSEf MIp7CU 3/16' DIA TAPCON 31 USE LATEX.CAULK BEHIND —DOW RANGE AT MUD, SILL k JAMBS CAULK BETWEENFLANGETYPE WOOD BUCK L A) USE LATEX CAULK FOR VARY SEAL AROUND EXTERIOR OE WINDOW RANGE. WINDOW FRAME MAST OPENING SHIN AS ESI 5) GLASS THICKNESS CAPACITYVARY PER THE REOUWESTALL TI ASIS )MITE GLASS CHARTS. JAMH tSEC NOTES) 6) DESIGN PRESSURE ErFLANGE RAMEW L INSTALLATION IS LIMIT[D IC-N6AB .INPsrQ BT DTM(ERS 7) F / 1 INSIALLAP ON T ECFRAME WINDOWS IT CONCRETE OR VIDE % . 1-11 ' USE 3/I6' DIN. IAPCON TYPE ANCHORS or SUFFICIENT LENGTH TO PROVIDE MIN. D.C. MAX.ENBE ONENTINTOSUBSTRATE. PLACE ANCHaRS Y MAX. FROM CORNERS l 24' D.E. M BE WEEK C I-1— MIN. 8) BUILD DOVN.AROUND CURVED PORTION O'. WINDOW FRAME TO BE ENGINEERED BY DINERS. d BUILD DOWN MUST BC S1iFICIC-7 STRENGTH TO ADCOUATELY TRANS•iR LOAD FROM EMBEDMENTANCHOR WINDOWTOTHESTRUCTURE. 3/1INS'. DIA. ON CDM 9) ELEW47TONSSHOWCOMMONCDNIIGURATIONS. IT IS NOT INTENDED TO LIMIT USE 6 THIS 4AIXCI (TV.. C }/16' Oii TAPCON F I/ A. MNL PRODUCT TO TMESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL C0161GURATIONS SCE IOICD T SKIM SPACE INAT CAN BE MANUFACTURED FROM TIC I45U/155D SERIES DESIGNER FLED WINDOW FRAMING STSTCMI ONE by WOOD PERIMETER CAULK HUSK HI OTHERS CENTRAL ' FLORIDA B.O.sti••F. BY OTHERS CAULK BETWEEN E MA VS A NAME-- i EXTERIOR FINISH WINDOW FLANGE li EX OTHERS WOD OD BUCK Cr'ENER A,4r#a I NnVH vlKw wDTM CONCRETE OR MASONRY OPEN ING AS= FILE SECTION 2 BY OTHER$ SEE MOTES) BU CK HEIGHT SKIMAS RED'D SCE NOTES) ONE By WOOD IA' MAX. SHIM SPACE BY OTHERS DR FINISHC G BY OTHERS CAULK BETWEEN WINDOW 1-1/ 4' MIN. FLANGE L WOOD BUCK CMBEMENT CONCRETE OR INS7KlATION ANCHOR MASONRY OPENING 3/16. DIN. TAPCON BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY DINERS SECTION I I ' WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR ej n 7_ 71 --- rIz WINDOW WINDOW HEIGHT HEIGHT j 2 1 1 2 DATE 1 fJ WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR jm* fl E 001B. r1lb, Rd. • CtTrdBRML R 75006 • P.O. Bss II19022 • Ddim, TS TSlIIt mANPc INSLi TALL DRAWINGONE HT BUCK SERIES 1450/ 1550 DESIGNER PICTURE WINDOW m••• At Crag. i. tc.AC BB NIA ram rrc RVL ynKA 3120/02 B I GEN-D025 SNEA MN - BY CTHEA EMBEDMENT c.uuc BEHIND nN EXTERIOR FINISH BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPE . FRAME HEADER GLAZING (TYP,) - EXTERIOR SEE NOTES FIN TYPE J FRAME ,SILL PERIMETER CAULK J BY OTHERS FB INSTALLATION J ANCHOR SCREW (TYP,) EXTERIOR FINISH BY OTHERS CALL( BEHIND FN - SHEATHING BY OTHERS BUILD DOMN BY DTr._RS r FB INSTALLATION ANCHOR $CREW (TYP.) SHIM AS REOD. SEE NOTES C MAX. ISHIN SPACE NO 1). CESIGN PRESSURE -CAPACITY OF wIN00W A INSTALLATION 15 40.0 PSF, 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING 'WITH TWO BY WOOD STUDS. USING O.C99.IN. DIA NAILS.. PLACE .099 NAILS 6' FROM + CORNERS MAX. A 8' O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USNG FB SCREWS OF SUFFICIENT LENGTH TO PROVIDE MN. I IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6' MAX. FROM CORNERS Q 2-' CC MAX. BETWEEN. A) SHIM AS REO'0. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS. 7) USE LATEX CAULK FOR FERIMET6R SEAAb AROUND EXTERIOR OF WINDOW FLANGE. . 8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF A5TM E1300 GLASS CHARTS .GLAZING (TYP.) 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE SEE NOTES ENGINEERED BY OTHERS. BUILDDOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE T100/T900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORI]D A B.O.A.F MANUFACTURER NAME: MASTER F LE # 02 WINDOW WINDOW WIDTH +{ EIGHT WINDOW HEvCHT I /A' MAX. S.. SPACE SHII AS REOD. I'I SEE NOTES ELEVATION VIEWED FROM EXTERIOR I" WN. 2 X FRAMING EMBEDMENT BY OTHERS - - SECTION 1 A- MAX. k d W SPACE TWO BY FRAMING AS REO' D. BY OTHERS , I TYPE AMC JAMBI' WIN EMBEDMENT SHEATNG BY OTHERS CAULK BEHIND FPO EXTERIOR FINISH BY OTHERS EYff8I08 is INSTALLATION AN SCREW ( TYP.) WINDOW WDTM PERIMETERCAULK BY OTHERS SECTION 2 wNGOW WIDTH J . WINDOW 0 HEIGHT O O O O O O O O, O 1 ELEVATION VIEWED FROM EXTERIOR cww o. a BY Ea 3/1T/02 B GENOC2o CAULK BETWEEN WOOD BUCK @ MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN MNDOW FLANGE WOOD BUCK COCONCRETTE ORMASONRYOPENNG— TBYOTHER EXTERIOR FMSN7- BY OTHER PERIMETER CAULK B7 OTHER FLANGE TYPEFRNEADOR MNHEIGHTTHEXTERIOR MMNOOw FRAME SILL PERIMETER CAULK BYOTHERINSTALLATION ANCHOR BUCK WIDTH 3/ 16' DIA. TAPCON SHIM AS REO'D FLANGE TYPE 1/4"SHIM WINDOW FRAME SPACE MA[. SEE NOTES) JAMB Q a I1 1/4" MIN. ENBEDMENT PERIMETER CAULK 1BY OTHERS 1 1/ 4" 9R WINDOW "DIN SPACE MAX EXTERIOR CAULK BETWEEN WINDOW FLANGE woocrBUCK BUCK HEIGHTSECTION 2 ANCHOR ( TYP.) H j RI C Br WOOD BUCK B7 O7MER E EMBEDi -ENT SMW A6 REOb; SEE NOTES) CONCRETE OR MASONRY OPENING BY OTHER INSTALLATION ANCHOR 3/ 16" DIA. TAPCON 4 CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS EXTERIOR FINISHBYOTHERWINDOW B / F HEIGHTI . . V, \11 1 2 J PRE CAST SIu / \ . a I By OTHERS — 11--CAULK BETWEEN MNOOW FLANGE I A A PRE CAST-SIU. MTN VULKEM SECTION 1 HNEE MOHEADADHESIVECAULKORSEAL116ADEECLKORADHESIVESEALANTNOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX ALLOWABLE SHIM STACK TO BE 1/4• - 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE VAIN VULKEM 116 ADHESIVE CAULK OR APPROVED EDUAL 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 SEALAROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300- GLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED. 7)_ GENERAL ALUMINUM'S. I480 SERIES MODIFIED SLIDER 15 SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS. DRAWING DRAWGAPPLIES 70 NSTAUATION OF RANGE FRAME WINDOW IN 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. SJJ SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. TO) INSTALL /6 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED NSIAI LATION HOLES WHERE TAPCONS ARE REO D. 11) IF EXACT WNDOw SIZE IS NOT L'STED N ANCHOR CHART, USE ANCHOR OUANTITY LISTED "I- NEXT LARGER SIZE . CHAR G: COMPARATIVEANALYSISkTAPCONANCHORLOCATIONWINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITY IN PSF REO'0. IN FRAME WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 4D 110 H.K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 N,K A,G 24 x 48 40 40 H,K A;G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K kG 36 x 48 40 40 H,K A,G 36 x 55 40 40 H,K A,B F,G 48 x 12 40 77 H,K . A,G 48 x 24 40 40 H,K A„G 48 x 36 40 40 H,K A,G 48 x 42 40 40' H,K A,G 48 x 48 40 40 H;K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 3'6 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H;K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 4D H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K B.C.D.F,G G WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR. 43 ZC w1l zn r. 1..IXo We CENTPAL FLOMA B. ©.A.E. MANUFACTURER NAME: GgvEi?, 1 (/rfr J Vf7 MASTER # $ 0., ANTom V. cm by m•C-1w, O 7UK-IA. 9W 81901Z.I19uA 11 75f11 INSTALLATION DVfG. MASONRY W/ ONE BY BUCK SERIES 1480 MODIFIED. HM20HIµSLIDER WINDOW DAN CHKO >KAfi Ba N/A 1 p. rc I1WWc N...9: 3/ 20/02 GENOCi7. K[ wLp+ s* n ttaioloo. CUA.'. m WRW.•10-r ... fM1 T!0. .t.o-.oa ho.c. n..t NV'4 IR+) W!-oltf .a l l K}YlY SHEATHING BY OTHER b8 SCREW :NSTALATION —1 ANCHOR (TYP:) ExTERICJi F14194 BY OTHERS PERIMETE3 CAULK BY OTHER FIN TYPE Yt.NOCH FRAME HEADER EXTERIC, CAULK BETWEEN FIN SHEATHING 2 X FRAMING SHEATING BY OTHER BY OTHERS 1• MIN CAULK BETWEEN 48EDMENT 1/4- MAX. SryiM.AS REq'0 -SHIM SPACE SHEATHING & FIN BY OTHERS 2 X FRAMING SEE NOTES) Ev OTHERS FIN TYPE 1"MIN. 1/4" MAX_ WINDOW FRAME EMBEDMENT rr HIM SPACE JAMB B SCREW INST'ALATION ANCHOR (TYP.} SraM AS REO-D SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW XT RID PERIMETER CAULK HEIGHT BY OTHERS SECTION 2WFNDOwE FRAME 4.L 6"MAX.(TYP),— EOUALLY SPACE 6" MAX.(TYP) ANCHORS P. r O HEAD. SILL. e,• er..n• JAMBS)S) PERIMETER CAULK)) I L- 1/4" MAX. BY OTHER SHIM SPACE SHIM AS REO'D I 8 SCREW (SEE NOTES) WINDOW\ INS?ALATION \ \ ANCI-OR (TYP.) HEIGHT 2 X FRAMING \ BY OTHERS \ BXTER:OR F:NIS CAULK BETWEENBYO'iERS COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART VANDOW SIZE DESIGN PRESSURE 18 SCREWS REOD. .099 NAILS RED . INCHES CAPACITY IN PSF IN FRAME IN 'FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB & SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24. x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 .2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 . 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 4.0 40 2 3 3 1 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 50 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48. 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2' 7 3. 72 x 42 40 4.0 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 11 WINDOW FIN $ CENYJ[.L9lL JC•N.Al.7R M A 1B.`9. Lil. FeSHEP'ING SHEATHING _ 2 BY C'NER I- MIN. IJ'iEMBEDMENT-AJ' oj,.': SECTION - 1 2 ANCHOR (TYP.) . 669 „} .,Q U.'I•/y/s'/ GF.•:ERt_ NOTES: 24" O.C. - pqA+r+. " 1) S t! AS REO'D. 'ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD MAX.(TYP). - MASTERER MEP BEARING SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4'. 2) W:.DOW FRAME MATERIAL ALLOT 6063 WINDOW WIDHT 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD •9LL & JAMBS 4) USE LATEX CAULK FOR PERIMETER SEAL ARC'JND EXTERIOR OF WINDOW _ FF. aME. S) G_aSS THICKNESS MAY VARY PER THE REOUIFEMEYTS OF ASTM E1300 ELEVATION ' " SI•,GLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. I!.', R T• D 7S70t.FA. Ib.$ISM.9de tt 7SA1 6) DRaMNO APPLES TO NSTALLATON OF FIN FRAME WINt.)w M WOOD FRANC OPENING VIEWED FROM EXTERIOR?'• `•' t0O1 l:dMl.a LE N TO PP. Ey 300 STUDS5 EMBEDMENT w ili SU6'>TSiTVt i16 SCREWS OF SUrF10ENT '•a INSTALLATION. DRAWING WOOD FRAME STRUCTURE 7j IF !ACT WANOOW SIZE IS NOT LISTED INCHART• -;SE A\CHOR CUANTTY USYED WIT+ - SER:ES 1190 /1980 MODIFIED HORIZONTALSLIDER NE.- LARGER SIZE 8) GE•.ERAL ALUM•NUM•S 1180 SERIES HORIZONTAL SI-DE- :S SHOWN• THIS PRINT ALSO AG=_ ES TO Trr 1950 NSULATING CLASS HORQOI+TAL SUM SERIES DAT[ OWH 7— BCRQ3 A•OL ..Lo. R..IR 103/11/02 I GEN-0025 DATE s. RYWsa ti rN... tc s.. s.^ no+nx. ca+ m .v..ww ..• r.a xsa .a.*.a. ,rwo. ».•s wrt lwx; sm-aw r.. I•m7 ec-aw iDWG No: - GEN70452 GA d MULLION' II I DIE NO. 1445 I II II I INSTALLATION ANCHOR MULLION ANCHOR MULLION II I TYP.) BRACKET I ANCHOR+ . INSTALLATION BRACKET - GENT FL® A B'0' ANCHOR ACTU R N (TYP.) WINDOW FRAME JAMB TYP.) Z,R FME # 8 SELF TAPPING ° SMS (TYP.) a 0 SUBSTRATE MULLION DIE NO. 1445 SECTION A- A 7II EXTERIOR ELEVATION L-___J ' _-1 SEE NOTES a #2 & #3 v I SECTION B-B NOTES: 1445, MULLION WHOEN INSTALLATION USEDTO MULL S NILS GLEAPPLYHUNGAND DOR ALUMINUM PICTURETUBEWINDOWSSIDEDIE BYNO. SIDE. 2) IN MASONRY CONSTRUCON'OFATTACH SUFFIC ENTMULLION 0T. H TOTO ACHIEVE E WI/4"3MIN.,. DIA. CONCRETE SCREW ANCHOR EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD. & SILL. LRE RAL ALUMINUM CORP. CARROLLTON, TEXAS s:. TICAL MULLION INSTALLATION DETAIL MULLION, DIE NO. 1445 M TUBEDATE: 3/ 17/02 DRN: JS APRw: - - - - SCALE: HALF • MAIL• - - - - DWG NO GEN-O452 y FAX 407- 605- 038Q PREPARED Or -PRODUCT TECHNOLOGY CORP.. 250 tNTERNAiIONAL PKWr. HEATHROW. FLORIDA 32746 PHONE 407-605-0365 Ile GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1446 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.060 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19A- 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 & APPUCA7 ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020039 SUITE 250 HEATHROW. FLORIDA 32746 12-1an-2002 PHONE 407 805-03651 FAX 407 805-0366 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY. CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW WTH• > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497, 1497 1497 1497 1497 622 515 486 466 465 465 38.375 331 262 241 219 203 203 50.625 279 220 200 180 164 162 54.625 211 192 172 156 153 55.625 268 158 143 127 112 108 63.000 204 11.7 106 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 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-OM I FAX 407 805-03W I CA020122 FEB.19; 2002 . 02-0217 . GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515. 486 466 465 465 30.000 331 262 241 219 203 203 279 220 200 180 164 162 36.000 268 211 192 172 156 153 48.000 204 158 143 127 112 108 60.000 153 117 106 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 & APPUCATI.ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020123 SUITE 250 FEB. 19. 2002 HEATHROW, FLORIDA 32746 02-0217 PHONE 407 805-03651 FAX 407 805-03W MULLIi ANCH, BRACK WINDOW FRAME JAMB TYP.) SECTION STALLATION VCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 A —A MULLION DiE NO. 1446 I Ii I it I I II I I MULLION INSTALLATION ANCHOR ANCHOR BRACKET (TYP.) n v c v a a o 46 SUBSTRATE v SECTION B=-B v v ;I I v G i SEE NOTES 2 & #3 J •` r t y w ,r • — CENTRAL e MANUFACTURER N j tc L f ' • jTI EXTERIOR ELEVATION QRAL ,4w1rtiv6d - MASTER FILE # 6 NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. f 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM FOR P . SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: 'FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: REA FDRN: APRW:.-- °A 3/1 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENTINTO WOOD ----JS owc NaFRAMING. wT/Fr ----E: HALF MAn:_--- GEr, = NONE 407—e0S—OS6S fAX 4C778.S-0_di PREPARED BY: PRODUCT TECNNOLDOfLO rCORP., 250 INTERNATIONAL PKWY, NEATNROW, RIDA 3274v V' 4 DOOR v[DtM /f• oaK. SHIM SPACE INSTALLATION ANCHCR SHIM A$ RE'D'D 1NSTALLATION An4:AR TVD BY VDGD 88 SCREV cSEE,NOTESI iB SCREV - _ 1rl/BnIN. By OTHERS* _ tv0 BY WOOD SHEATHING EH?FOMENT IT OTHERS - 1 B7 OTHERS CAULK ITvEEN FLANGE TWO BY VOOD SLIDING GLASS i SHEATHING By OTHERS DOOR FRAME CAULK BETVEEN JAMB - HOOK STRIP L SHEATHING . SLIDING GLASS DOOR I I I SHIM AS REWD. HOOK STRIP 1/ a' MAX. cScE aOTEb MCM SPACE . INSTALLATION ANCHOR L 1-1/8' NIK q RB SCREV EMBEDMENT I i-t/H MIN. EMBEDMENT ZTEMPEqED GLASS CAULK. BETWEEN STUCCO CTYPJ DOOR FLANGE OR SIDING i SHEATHING BY OTHERS - SLIDING GLASS _ DOOR FRAME SMEATHING PERIMETER HEAD BY OTHERS CAULK B7 SHEATHING OTHERSPERIMETERBYOTHERSCAULK BY TEMPERED GLASS fTYPJ / STUCCO OR SIDING 0714ERS TEMPERED OR SIDING / B7 OTHERS i GLASS CTYPJ BY OTHERS SLIDING GLASS DOOR JJ ' INTERLOCK ri:•ii. 7i.. DOOR HEIGHT SECTION B—B HQDK STRIP DETAIL E 1Lu 'ff _ ' uF OW NwTCRtaI, ALIN N ALLOT 6", . MRRINSTALLATIONSCREVSN11TiKOT Sl6FICtENT LENGTH TO ACHIEVE ld . ENBEdCNT or1-I/R' INTO VQOQ TAPCOH TrK tMSIALLATION ANC1OtS AT TILL MUTT RE ? InTOMATyRTORCONCRETE. LENGTHTOACHIEVEINKEMBEIDCNtOr1-Vf 31 INSTALLATION ANCHOR CHART ON BAD[ rr THIS S10E7. . atLOSSiLiCONi2[ ACRYLIC CA{A•F BEMlNO Dowflufd HEAD aOt ERIOR y YSC ILL,_,7,E, ACRYLIC Cwt1LA rOR PCRNCTCR LCK AROIRNO Eii0.lmi li C07t., LIIPEXACT CDT TIZC IS NOT LISTCO In Anbdt [HART, USE ANCNO0. QUANTITY LISTED WITH KIT SLIDING GLASS FE, MR SRC. rot THE APSE CLIZ? ESIGN PRCSSIRC RCQ'1 71LIARERSIZEKjjOlafTHES11SCCLQASTBYPASSDOB! SIZE t @fICAJRA•TtON m rixtsmm OVUNG p(,._ FRAME B B KALE InTTALlwillln AIICId1i. IN rRO11 If NOOK STRIP AS SMOVHL SILL - N D GLASS TnICFMST MAY VARY RR RE 111REKMTL K AS7n [1700 rywf2 CMARTL i Tl Odt VMt IS APP NA, USING TENtERCO GLASS W LUGLE GLAZED OR AJSILATInG GLAfi VED 101 lANB / LILL CORMCRS ARC TO BC SEALED VITM A SMALL AHIT SEAM TEAICR IllSMWASRCQ'6 A7 CA SET tI< tM27 ALLAY ION ANCNOIti MAX' KLOVAh1 IMIN S1A171 TO BE III'. 121ALLINSTALLATIONANCHORSMUSTK "ARE Of COM11ON RESISTANT MATCRIA E A I71 VHCRE - REPRESENTS MOVING PANEL AN Ir REPRESENTS rtaE S SHEMCL APPRO. n • r COKIGWAitDK ARE AS LISTED CH ANCHOR CHART ON TAM Or THIS THCEI• EXTERIOR ELEVATION la1 ` r IG 2-1- LSLISTED ABOVE MCOI STRIP 'DETAIL APPLYON THIS TOINSTALLATION N IlIROINSTALLATIONVEO 4TIp 1EMBEDMENTCOWIGLIATItM iHISL PRINT ALSO APPLIES TO a 0 f 1- I/I' MIN. Z PANEL DOOR SHOVN I51 MCIRWA EFTRUOERS' IBM A'cRIES SLIDING GLASS DOOR IT SHOVK 2 m SERIES AMR Sm .SCRIEL 1 Q A REvi DESCRIPTION DATE i INI EXTRUDERS LIBERALLY APPLY I F- L O P I"D A TNT. INC. SANFORB FL. CALLKING UNDER Slll INSTALLATI^CH ANC: OR OR SET SILL.rN BED I T]TtE: SLIDING GLASS DOOR of C`NCRETE 3/1s• ]IA. TAPCDN INSTALLA T IUN WITH. S SCREWS SECTION 'A -A I DPA rx BY: 58 APPP.OVED BY: CF FE 1 NO2 j i 1 ATE: 12-•'/OI (SCALE: NT; — ID c jLN a N N t • I 8 SCREW INSTALLATION ANCHOR .CHART.. NOMINAL DOOP. QUANTITIES 1N HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND DOOR SIEZ LP TO PSF 7p 61 PSF TO UP TO 46 PSF TO 60 PSF 61 PSF TO 70 PSF UP TO a5 PSF 46 PSF TO 60 PSF 61 PSF TO 70 CONfIGUP.ATION 14645.PSf 60 PSF 70 PSF a5 PSF E 4 4 4SF 4068 XX, OX- X 48 x EO 6 6 6 6 6 8 8 8 8 8 q 4 4 4 506E XX, OX' 60 X 80 6 8 8 8 8 8 4 q 4 6068 XX, OX- XO 72 x 6072 8 IO 10 8 E g 4 4 4 8068 Xx, x. XO 96 x EO 10 8 8 8 q q 5. 10068 xx Ox x0 5080 XX, X- XO 120 X 80 60 X 96' 6 6 6 10 t0 10 10 10 10 5 • 5 5 5 5 6080 Xx, OX, XO Ox, xO 72.X 96 96 X 96 8 10 8 IO 8 10 10 10 10 t0' 5 S 5 5 5 5 8060 Xx, 10 0 xx X X 120 X 96 10 12- 10 12 12 6 6 6 50100 XX, Ox. XO 60 x 120 6 6 8 6 8 12 . 12 12 6 6 7 860100XX; OX, XO 72 x 120 8 12 12 12 6 7 iuQL Xx x x 96 x 120 l2 12 8 8 8 q a 4 4 9068 XO 109 1/8 X 80 12 8 8 8 4 4 12068 Ox0 145 i/8 X 80 ' la. I 14 14 8 8 8 4 q a 15068 Ox0' 1 181 1/8 X 80 16-=: 16 16 10 0 10 59080OXO OX 10 1/ X 6 115 1/8 X .96 12 14 12 l4 12 14 10 10 10 10 5 5 5 • 5 5 12080 15080 OXO 1 181 1/8 x 96 10 i2 12 10 12 5 7 8 8 90100 OXO 109 1/8 X.120 12 12 t4 i2 12 12 5 7 120100 OXO I45 1/8 x 120 4 4' 8 8 8 4 4 4 9068 XXX 106 5/8. x 80 12 12 12 8 8 8 4 4 4 j ' .» .: ... _ 12068 XXX lag 5/B X BO 1a 14 14 B 8 8 q a 4 i5068 Xxx 178 5/8 x 80 12 12 10 1p 10 5 55 5 59080xxX1065/8 X 96 12 14 10 10 10 5 5 y 12080"XXX 142 5/8 X 96 14 14 10 10 10 5 5 15080 XXX 178 5/8 X 96 6 12 t i I 7 8 e 90100 XXX 106 5/B x 120 12 12 12 121 12 6 7 4xxx1425/8 X 120 d 8 g a 4 4 l0066 Xx0 119 5/8 X 80 12 12 12 E 8 8 q 4 12068 OxX i43 5/B X 80 la 4 l4 l8 I 8 8 8 4 q 4 1606E OxxO• 191 5/8 x 80 t8 to ta25 t . XX l2080 OXXOia3 x ' 5/8 x 96 12 14 1l214 10 10 10 10 10 10 5 I55 5 5 16080 OxxO 191. 5/8 X 96 t8 IB 18 tc 12 1 b j 8 120100 OXX 119 , 1 d 1 14 12 I12 12 6 I7 8 120100OXXO8 143 5/8 X 120 14 14 II 19. 12. 12 12 6 Jj 7 160100 OXXO X 0 1915/8 12 18 lE 1 A 4 1 XXXX xxxx 4 b I. 141 12 4 Il2 14 Il28. 14I8 8 q 4 q a 4 4 12068 1606E XXXX 1/4 X t?0 it1 i6 16 t6 2 Ear 1 1 5 10080XXXX11/ 1/4 X b 2 l2' I 10 II 10 I c 5 5 EX RUDERS 16080 XxXX tai 1/a X 96 14 Ila 14 6 10 10 0 5 8 FLORIDA IN I IN. FORD. 'Fl.• 16050 xxxx lE9 I/4 X 96 16 16 12 i2 12 1G c 7 8 12010D XXXX ll/ 1/4 X 120 lal 1/4 X 120 la I12 12 14 I 1+ 11 I 7 7 p m SLIDING GLASS DC!:R 2 SCKE /S 1ap10pXXXxI6LlOC XXXX SS 1/4 X !20 6 16 19 t7 12 INSTALLAiIdN vIT- 5B o.r`. is/2i/OI i1CHr? NCi_S' T r BUCKiJS_ SAME VC-CR CI/1°_ N.i-S. ct 1) r'L. MASn";cy ENltir. V/TWr .. U: J 1 .. f' xt w Ks ., V:Et a rc a t CONCRETE OR .SHIM AS P„'C'D INSTALLATION ANCHOR t% L AZC•NRY OPENING ESEE NOTES) 3/16' DIa TAPCON -I--1,.• IiLZ SHIM SPACE v BY GTr:_+S CONCRETE OR j INSTALLATION ANCHOR 1 1/4' MIN, MASONRY OPENING 1 CAULK BETWEEN t8 SCREW TTYF. V.HERE Ire -EMBEDMENT BY OTHERS OOOa C4ANGE TA?CONS ARE NOT RED'0.> f^ 3 WOOD -SUCK CAULK 'ETVEEN DNE BY WOOD ONE BY VOOD CAULK BETWEEN v00D BULK L PUCK BY OTHERS - INSTALLATION ANCHOR PERIHET:2 - BUCK BY DINERS 3/16' DIa TAPCON WOOD BUCK t CAULK E MAS'Y• OPENING MAST. OPENING OTHERS BY OTHERS 1 1/6• MiN 7, BY OTHERS EMBEDMENT1 SLIDING GLASS - V CAULK BETVEEN STUCCO 4 I DOOR FRAME CAULK B[TvEEN SLIDING GLASS DOOR HOOK STRIP L By STUCCO v SS v I - JAMB C vOOD BUCK L HOOK STRIP WOOD HOCK p D v ' SHIM PACE NAS'T. OPENING Q BY OTHERS SHIM, AS REO'A 1 SEE NOTES) 1-1/4• MIN. EMHEDMENT Q G 4 INSTALLATION ANCHOR 3/16' DIa TAPCON TEMPERED GLASS p CAULK BETVFLANGE e CTYPJ DOOR. FLANGE INSTALLATION ANCHOR L VCOD BUCK to SCP.Ev iTYP. VHERE \ ONE BY VOOD I TAPCONS ARE NOT RED'DJ SLIDING GLASS PERIMETER I a BUCK BY CITHERS DOOR FRAME CAULK BY CONCRETE OR HEAD OTHERS _ MASONRY OPENING STUCCO BY OTHERS BY OTHERS S.G.D. VIDTH U CO TEMPERED - 0 B•O.A.F.YP RED GLASS GLASS ET YPJ' SECTION BIJFACTURER ; ' SLIDING GLASS DOOR DOOR T .• ., q x INTERLOCK . HEIGHT . MASTER FILE # HOOK STRIP DETAIL 1- A 1) DOOR NATCRIAL. ALWIN ALLOT 6062 - , 2Y 7APCOK TYPO INSTALLATION -KIDS MUST BE or SLFrICICHT LENGTH, TO ACHIEVE lam. CNSCDMENT Or 1-1/' IN7D NASOOT OR CONCRC7C. b ALIC=;E 1APCON. INSTALLATION ANCNQRS FRONT TO BACK IN ALL FRAME MENDERS 11 7APCON AKWOR CHARY CH LACK or 1NIS SNCET. lyi s) USE SILICOMIED ACRYLIC CAULK tCHIND DOER FLANGE AT J[AD 6 JAnai6) USE SILICDN17ED ACRYLIC CAULK FOR PCRDETER SEAL AROUND EXTERIOR Or DOOR./7) 1F CXACI DEER SIZE IS NOT LISTED IN' ANCMOR CHART• USE "CHORE D M717T LISTED VITH N[XT LARGER SIZE. FOR IZ .P SE CL SC ITPASIGN PRESSURE RC7D. tJ L R POCKET O FO INCS PR CLOSES( BYPASS EDOORSSURE[ZC L CDNSICARAT)ON 10'FIIRS)ED OPENING/ PLACE IAICONi. IN rtpR D<M(DISTRIPASSTIEo, CLASS TMICKNESS NAT VAST PER REOUIREHENTI O' ASTN C1700 GLASS CMASTLSLIDINGGLASS - f0) ALL FACTORY APPLIED NGLES NOT DESIGNATED FOR T.PCON .KNOB SNOULO t[ FILLED vliN .t SCREVL DOOR FRAME or SUrrICICNT LENGIN 10 PROVIDE NIM Sit' ENSEDNENT IN70 IDORINS 1 Il) DOOR WIT !S A PROvEO USING TENPERED GLASS IN SINGLE GL.ZCD OR IM.ULAt ING (LASE SILL ) - 12)'- J.Na / SILL CORNERS ARE. TD K SCALED WITH A SNALL JOINT OVAEAN SEALER I fiJ SWAP AS RE7D. AT C.. SC7 r INSTALLATION ANCMORS NAK 31-1 DLC SNIM STACK TO SC 1/.' p I l.J ALL IN$T ALLAT ION AK)OIS MUST l[ HADE or REPRESENTS FIXED P NELCR1ALt. 11vMCRC •K• REPRESENTS 10v1NG hAKL AND 9' 11[PR[SIA(K FIXED PANEL APPRpV[0 A COJ IGURATIONS ARE AS LISTED ON AKWR CHAR; ON LACK Or 7NlS SHE[;.' li) NOT ALL CODAS RE AS LISTED ABOVE ARE S)OVN OM THIS DRAVING. NOv$vCR INSTALLATION EXTERIOR ELEVATION SEC7IDNS 'A -A', 'D-a' L NOW STRIP DC"S' APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHDVN - jwsy ACDWlARATIO/S. p . • . ° EMBEDMENT .. ITN INSTALL OK 1APCON IN CACN PAIR 6 FACTORY APPLIED IM.tALL.iION ICLES UNLESS IOTCD 1/ 5' MIN. _ OTHERVISE ON 'AK)NCR CHART. SEE RACK Or ;HIS SHEET. It) FLORIDA EXTRUDERS ION SERIES SLIDING GLASS DOOR IS JAvN. ;HIS PRINT ALSO APPLIES TO 21300 SERIES .ND 500 SERIEL EXTRUDERS 777M FLORIDA- LIBERALLY ' APPLY . INT. INC. SANFORD FL. CAULKING UNDER SILL _ - OR SET SILL IN BED INSTALLATION ANCHOR TITU: SLIDING GLASS DGGR ClCONCRETE a/16' Dia 7APCON SECIlON A - A INSTALLATION WITH TAPCONS I DPawN HY: BB I APPFOV ;B nu r Fc z ANCHOR NOTES: D TAPCON ANCHOR CHART NOMINAL POOR DOOR S IN HEAD L SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP S 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO PSF UP TO a5 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF SIZE AND SIZE CONFIGURATION 60 PSF 70 PSF ' 45 PSF 60 PSF 70 406E xx, DX, x 48 X 80 3 3 4 a a 3 3 3 4 4 a 5ob8 Xx. Ox. XO 60 X 80 3 3 3 4 a 4 3 4 5. 6068 XX, OX, XO 72 X 80 4 4 4 4 4 4 4 3' 4 5 8068 XX, OX, XO 96 x 80 5 5 5 4 4 3 a 5 10068 xx Ox XO 120 X 80 6 A 7 c .) 4 4 4 a 5 b 5090 xx, Ox, x0 60 x 96 3. 3 3 5 5 5 a 5 6 6080 xX, Ox, x0• 72 X 96 4 4 4 5 5 5 4 6 6 8080 XX, OX, XO 96 X 96 5 5 5 5 5 5 4 6 6 00 0 XX OX XO 120 x 96 6 A 7 6 6 6 5 b 7 50100 xx, Ox. x 60 x 120 3 3 3 6 6 6 6 7 8 60100 XX, X, XO 72 X 120 4 4 4 6 6 7 <DI) 6 0 xx X X 96 X 120 5 4 a 4 3 4 9 9068 OXO 109 1/8 X 80 5 5 6 4 3 4 5 12068 OX 145 1/8 X 80 7 17 9 (D2) 4 4 3 4 15068 Dx0 18I i/8 x 80 8 4 a. a 4 61 6 9060 Dx0 12080 Ox0 109 1/8 x 9 145 1/8 X 96 7 8 (D17 9`S) "'_1.2 Sra:!:n`L1"•: 15 4 6 15080 Dx0 90106 OXO 181 1/8 X 96 109 1/8 X 120 8 5 5 @,; ,• 5 5 b_=.. ' ::i$17'+i 5 Dl) 6 B 10 in I20100 OXD 145 1/8 X 120 7 6 6 7 (Dl) 3 8 5 9068 XXX 106 5/8 X 80 5: -,-.. z 4- 4 4 3 4 5 12068 Xxx 142 5/8. X 80 7 7 8 (DI) a : 4 ; _`;4 3 a 5 50 XXX 178 5/8 X 80 8 1 4' 4 4 5 4 6 b 9080 XXX lob S/8 X 96 5 5 6 5 5 5 5 5 4 6 6 12080 XXX 142 5/8 X 96. 7 8 (D1) 9 CD2) 5 4 6 6 15080 Xxx 178 5/8 X 96 8 11 (m 13 5 5 6 90100 XXX 106 /8 X 120 5 6 b 6 6 6 1 7 6 I 8 I 10 xxx 142 5/8 X 120 7 n n.r 3 4 5 10068 OxXO 119 5/8 X 80 6 6 7 (D1) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 CD1) 4 4 4 3 4 5 16068 OX X" 191 5/8 X 80 9 10 <bll 12 (D3) 4 4 4 b b I d XXU 7, X 76 b• 6 7 (DI) 5 5 7 15 4 I 6 I 6. 12080 OXX0 k43 5/8 x 96 7 8 (DI) 9 CD2) 5 6 6 160aO OxxO 191 5/8 X 96 9 n) a . ) 5 5 100100 OX X" 11 5/8 .X 120 6 7 (DI) b cD17 I I N6 I 6 7 cDI) 6 8 10 160100 OXXD 191 5/8 X k20 10 113C04) 16 (D7) J 100 XXXX x 6 6 4 4 4 4 4 a. 3 4I 5 12068 XXXX 141 1/4 X 80 7 7 8 (DI) 4 3 4 5 16068 XxXX 189 1/4 X. 80 9 <Dll 10 (D2) k2 (D4) 4 4 4 5 5 5 4 616 6. 12080 XXXX - 141 1/4 x 96 7 8 CD1) 9 (D2) I I 5 a 6 l6080 xxxx I 189 1/4 X 96 9 (DI) as (4) c ) 5 b 5 1) b 8 10 100I00 xxxx li7 1/4 X 120 6 DI)10667 (D1) I 6 I 8 i_0100 xxxx lal 1/4 X 120I 7 18 (Dl). 10 (D3) I I 6 I 6 7 10 160100 XXXX 189 1/4 X 120 io CD-c> 13 (n.) y 15 (D7>. p - . EE 2 „tt 1) 1N SOME CASES TAPCONS AR{ P.EO IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THRU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUP.EATIONS TWO TAPCONS ARE REWD. 2) 'D1MEANS, INSTALL TWO TAPCONS IN ONE SET•OF INSTALLATION HOLES. 3) - D2- MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO- TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) FOURMSETS OFSTALL TWO i STALLATI0NPCONS N HOLES. 6) ' 1)5' MEANS, INSTALL TWO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) - D6- MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' 137- MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A. FIRST ADJACENT"T INTERLOCK DR BUTT STILES IN HEAD L SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD L . SILL OTHER THAN AS LISTED IN A L B. 10) ON OF ADDITIONAL HOULD BE IN AS MBSFOLLOWS', A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. C: LOCATIONS 1N JAMBS OTHER THAN AS LISTED IN A L B. nn EXTRUDERS j' L 0 f\ I D A INT. INC. SANFORD. FL. TnL- V SLIDING GLASS DODP. TAPCON GLASS CHART BB 18 r.o N.T.S. GA- 4 GENERAL ALUMINUM CORPORATION FLANGE VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART g,H, SIZES ALUMINUM MULLION; DIE #1446 19.125 26.500 30.500 37.000 48.000 53.125 WDW. WTH. > jWDW. HGT. V 26.000 758 705 705 7.05 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 7Q 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 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 & APPUCAT70N ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020035 SUITE 250 JAN: 11, 02 HEATHROW. FLORIDA 32746 01-1201 PHONE 407 805-0365 / FAX 407 805MM I GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V. 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24,000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-03651 FAX 407 805-0366 01-1.201 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR TYP.) 8 SELF .TAPPING SMS (TYP.) SEE NOTES --' 2 & #3 I D d D D D MULLION ANCHOR BRACKET. DWG No` GEN-0453 INSTALLATI N ANCHOR TYP.) D MULLION ° 1-7/8' DIE NO. 1447 _-_ LPR B.6. D _ SUBSTRATE v. MULLIOiiCTURERNDIENOMULLION 1447. c a NCR L LU I-7/8 v C TER FILE- v D SECTION B-B ° SECTION A — A NOTES; MULLI N INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO, 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 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 B OF .SUFFICIENT LTH. T ACHIEVE 1-3/8' MIN. EMBEDMENT. INT WOOD FRAMING. A 4) MULLION ATTACHMENT 'IN SECTION B-B IS. TYP. AT JAMBS. GENERAL ALUMINUM CC7RP.+ CARROLLTON, TEXAS r•y°q'=•' •. ra[ REA& IN H RIZONAL MULLION INSTALLATION DETAILJ: .,:.; J. f LUMINUM TUBE MULLION, DIE NO. 1447 DRM BB APRVD, __-- DATE' 3/17/02ATI0N. E X T E R I R E E C U `f" a _ _ _ _ SCALE, HALF MATL, _ _ _ _ DVG N0GEN-0453 4. r.,r T TECHNOLOGY CORP.. 250 INTERNATIONAL PKVY- HEA7FpOV. FLORIDA ]2716 PHONE 107—BOS-036S FAX •07-805-0]66 PIK,PIulE1k.'' PRODUC GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM 1 k r FIN HORIZ. MULLION MULLSPAN> 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 DING NO: J-0450 MULLI( ANCH( BRACKI WINDOW FRAME JAMB TYP.) STALLATION J CH OR YP. ) MULLIVi I DIE NO.. 1448 8 SELF TAPPING SM S (TYP.) MULLION ANCHOR BRACKET t---rT— MULLION I II , i DIE NO. 1448 I II I I II I II I It I II I I INSTALLATION ANCHOR TYP.) I i_ SECTION A— A In, ° ° ° ° SEE NOTES 2 & #3 a J 0 SUBSTRATE f " r y LDB SECTION B—B CENTRAiL FLOIUDA Bo 10o Aa EXTERIOR ELEVATION MASTER FME #;.,, f x NOTES: 1) MULLION INSTALATON DETAILSSEDLTOIMULLLSINGLEAPPLYHUNG _AOALUMND OR INUM P CTUREBWIWINDOWSSIDEIEBYO1448, WHEN U GENERAL ALUMINUM CORP.- SIDE. CARROLLTON; TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLIE: FIN VERTICAL MULLION INSTALLATION DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA. ---- pRN: JS APRW: —_ DATE: 3/17/E SCREWS 'OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD DWG Ho. WT/FT: SCALE:. HALF ATL ---- GEi`:- C=50 M FRAMING. ---- PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, KATHROw, FLORIDA 32746 PHONE 407-605-0365 FAX 407-?, -C2Es , FIN GENERAL ALUMINUM CORPORATION VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1448 53 125 18.000 24.000 30.000 36.000 48.000 WDW. HGT. V 379 379 379 506 427 390 36.000 231 215 208 208 44.000 319 262 213 186 171 160 1601 48.000 263 87 78 68 66 60.000 129 102 42 36 34 72.000 72 57 48 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 806MM I FAX 407 805MW t,a;,• , ' GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL P.W. SIZES 43.000 56.000 63.000 72.000 88.000 wDw. wTH. > WDW: HGT. V 30.000 28.000 565 565 565 565 565 565 378 378 378 378 378 32.000 380 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 43 086.000, 6.00 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020038 SUITE 250 JAN. 11, 02 HEATHROW. FLORIDA 32746 01-1201 PHONE 407 805-03651 FAX 407 805-0366 oft ma TESTED IN ACCORDANCE WITH STMpARD BUI LDIKG, CODE. CHAPTER 17. TO A POSITIVE Apo r._EGAT I VE 37.5 PSF. 2. DA94 1.1:ABEI;S REPRESENT VARIOUS SECTION KICHTS. 3. FOLR SECTION 7' HIGH DOOR 9.ONst. 8' HIGH DOORS HAVE FIVE SECTICS. _ 4. SEC71CN HEIOR OF 20.812. 19.00 ! 16.75 ARE AVAILABLE ARID WY BE LSED IN OMBINATION 10 ACHIEVE VAR, OUS HE ICHI DOORS. S. EABOSS7.EM PATTERN OF 14.50 X 20.375 SHORN. ALTERNATE PATIUM OF 12.50 X 43.375 AND 12.50 X 20.375 WAY BE USED. 6. TORSIC{4 SPRIPCS 9DIVN. EXTENSION SPRINCS AVAILABLE. 7. USE THIS BRACKET, REF. PM 405964-0002. ON 8' HIOi DOGS ONLY. S. WINDOW WAY BE INSTALLED IN THE TOP SECTION OR THE SECTION IM.EDIATELY BELOW THE TOP SECTION. 2• X 6' WOOD 'I= 2• X 4' WOOp JN.9 OR EQUIVALENT U----NA 405964-0001 TRACK BOLT 5/16 X 1 3/4'REF LAG SCREW DETAIL •E' SCALE: 1/8 3 t/8-r+I 6EN AR FEI(M1VAR:f$1 I . 18.5 iF31 KZ IlQ4.. . . Yllib /l' COW)RINPA E COUNTY BUILDING Du s f- 9. THE STRUT PLACD.ENI ON CV,ARS CONSTALICTED WITH 5 OR ACRE SECTIONS 1,4JST BE rnro COSISt ENT WITH THE DOOR 9-Do". THE STRUTS FOR THE ADDITIONAL INiE YT E R FILE R A R B SECIIAAETOBEPLACEDAS `9-0W ON THE THIRD SECTION. ''{ Ri 10. 1}E STRUT PLACEAENI DIAE7.41ON ON ALL SEC TIOS LESS THAN 20.B12' M ` RE0. tEDBT THE DIFFERENCE BETWEEN 11E ACtLJAL SECTIO41{IGHI f 20.811'. 11. SCREW PM 605911-0001 IS A-1, CR /t' DIA X 5/8'- LONG TYPE AB HEX HEAD METAL SEW 12. POST TO 13E INSTALLED ONLY *-fN HIGH WINO-SHINC;S ISSUED. j 13. SlMJT PLACiAONIS CAN VARY 13'. 14. OyNTITY FOR LOOKS CAN BE 0. 1, OR 2 TRACK 968. END HINGE A 91 0 0 OI II VIEW • D-0' 1/8' DSB 2' TRACK 9 TI-K (VERTICAL) I a F I X TIRE SECTION " C-C" 2' X 6• WOOD JA)"9 2' X 4• WOOD JAE.B •D•7 ORECUIVALENT, SCALE: 1/2 LATE Hi0R1 ZONTAL TRACK a COUNTERBALANCE 12 R OPT I L4L SPLICE IN TORIOF AL TRAGIC AT TOPOFRADIl.6 407605- 0004 TYP 2 PLCS 404825- 0003 405964- 0002 D TYP 2 PLCS TYP 2 PLCS 405964- 0002 a7 400650-0001 HS- 1 TYP3 PLACES 407605- 0002- T7P.. 2..PLCS.._- D46450- 0003 404828-0003 TYP 2 PLCS OPTIONAL WINDOW DETAI L SCALE: 3/32 T H.Rur+oO v SPRING ANCH3R TOP ONLY ram`«ET 5. 06- 36.00 E" B" .B. STANDARD TRACK DETAIL FOR 16' 405771-0001 PA 404B28- 0003 SCALE: t/16' 1' 16'-0' MAX. WIDTH SCALE: 1/16'-1• SERIES 280 ThRII 289 ARE ECUIVALENT CCYIISMIL/CTICN 25CA STEEL INTERIOR ELEVATION SERIES 180 ARE.SAUE' CMSTRLGT M AS SERIES 280 ONLY 24GA STEEL AND END CAPS DOOR TESTED WAS 251 SERIES. DOOR NI qTH CENTER STILE ETD STILE R%W SiRlTS/SECT. ROLLER YERTI ET FIAROWARE L,4 PER FT -HT) T) 16' 3 SINGLE I YES 2- X 7/16- 049- 160 SiD. L Lib WIDLI ENTER STILE N408680-0004.5.6 a2 3PLCS) 407603- 0001 9 PLCS) w- r N3tE 4 STRUT TOP FIXTLREI HIRE A I 0001 PLCSI IYP 2 4042404828-000-0003Y TYP 2-PLCS 1 7/8• TH4C. SECTION SCALE: 1/4 ee £ • A will / 11-0. -ff HE1I 1RIP M.1 , Swill I M • raw uGM rWwrA p/q l Ib M FH •. w Rr4x1 M wson\ s .w.`w RW mRwrer n i rA. w n rwm P mrmR rs OA@w K WYiI rIR 4 A10 W\. O.\ rRN Rprmm A rip N rwlA4111t o® ram\ W wR M orrm o•• Io. 4•••4•mmRwrra .rwv .. 150 r • "' M. l.'VI$ O1/13/98 REST L OR 15'-q" MAX r. r.rw: ,.WIDTH. NI alEI4DN/AFA02/19/98 w 409335ro: EAd4 FAW 02/19/98 t; a •4m 1. s 2 N0:2G w- 1m, RM>t1011>r u.nTt y%-( j- (a1 A PEY PER OI 10130 3/Ooue/98cI 0575 T C NEY PEN IN 10132 3111 i98 t 4-5/16 X ' 1 3/4" o 2 It/32' LSCREW 2 7/t6 .091 MIN T.25 LENGTH = DOOR WIDTH - 1'-+y 0 0 0 0 2T1/16' IROWtJo 5/8 MIN THK j1 7/ p 4 5!8' G I I 070MIN-4- L_ ° o 0 I P/N 400650-XXxx. ROLLED HS-X STRUT P/ N 409328-0001 PLATE.HASP 'PM 401199-0001 • TOP FIXTURE PM 405771-XXXX BOT. FIXTIftE PART NJ.6EJt IN.11*1 STRUT I I ATTACH TO DOOR WITH FOR 180/280/290/390 SERIES 400650-0001 .030 HS-1 I HS-0 I 4 SCREWS P/N 605911-0007 ATTACH TO DOOR WITH 400650-DO04 .020 M 3SCREWSP605911-0001 PIN 061607-0000. SU CE LOCK ASSY 0575 I REF 2 9/32 1-1 t .070 MIN 0 COD •.— t' --{- 1 3/4' 4 3/ 8' 1 314'-----.{ STRUT - 3 3/16 2 9/32 I ' I O _ I I 0 0 O O 'H' o O 1 1 /2' O o C 2 3/8' H O 0 .070 MI O 1 0 O O 7/16 0 - .108 MIN -- 1. 108 MIN - 4- 1- 6. 00 Eo 0 i 3 3/ 16 O P/N 405964 t 046450. EIIF C T. SCAB P/N 405964-0002. B7A.0 T. SCAB JOINT PM 407603- 0001• CENTER HINGE ° PART . NA6ER • L' 0 oSTEELDOORSL405964110013-1/4 ATTACH TO DOOR WITH P/N 407605-XXXX. ETD. HINGE 4 SCREWS PM 605911-0001 RESID. STEEL DOCKS O46450-OD03 4' 5.00-- j PMT KANEN ' rr PM 407WS- 0002 . W 409331-0001PLATE. FLOCK SCAB L 4A(,7CET DETA! LS 07605-0003 1.10 w74OS-0004 1.35 DOOR 2. 765 156 OIA I 40780s-o00s1.40 1: SECTION ! Ij_ ATTACH TO DOCYi WITH 1.60 ' (T 1 F°•t a SCREWS P/N 605911-0001 1_ 0 POST - 3.00- .375 CIA --.44 .44 _ - P/N 404828-0003 ROLLER ASSY, TR-1 PM 608069- 0001 PIN .TR-1 ROLLER LOAD:, 50 LOS. WAX. 0 77777 i^ ASSY' SHOWING FLOOR PLATE PM 409326-) D= POST .ASSY. VERTICAL r _ 408794-0001. 2.3 T STD CN 180 SERIES 6.: 25--- ...-- -- -...'- _- . ._ -... _... -- - . _, ...... _ .. _ . ..._ Tf 7REO' D ON..280.SER-IES... -rip 1 2511+-. 167 i.25 F'2.50 REF O 0 0 F 1 O 0 4. 00 27 5- L O T ® STREW - 375 CIA P/N 605911-0001 OR = 7: 4 HOLES PM 605879-0001(SELF-ORILLINGI . PIN 465879- 0001 LIWC PM 408876-OD01 SUPPORT SECTION 'G- G' LATE - STEEL STRJTI 418' WIDE D001- WA ILE 0- 0004. 5.E 10 t 180 409335 mat 2 s 2 THERMA oTRU® rAA.SSiC CRAFT' INSWING " SWGLE AND DOUBLE WIS WA7UT s1DELrrEs. INSULATED FIBERGLASS DOOR WTTH WOOD FRAMES. GENERAL NOTES i. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MAMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MAMI-DADE COUNTY. 6, MAMI-OADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE. 7. SIDELITES ARE AN OPTION AND. CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RES)DENTIAL INSULATED FIBERGLASS QOOR Common to all frame conditions) Door & Sidelite Leat Construction Face sheets Door Panel: Fiberglass (SMC) skin 0.105 min. thk., Sidelite Sheet: 0.07 min. thk, with yield strength 7(min.)=6,000 psi Core design: Polyurethane foam core, withi.9 lbs. ddensity by BASF. I n r ti n: The pane! skin is constricted from a 0.095" thk. sheet mo rng compou SMC). The interior cavity is filled with 1.9 lbs. density BASF nofvl rethone foam. The panel face sheets are glued to the wood still and r9rgils. e latch and hinge stiles are LA or LSL The latch stile which is 4.03 X 1.4T is the latch reinforcement. The top and bottom roil arc of a wood to materiol. In the double door application the inactive door is fitted with on. ruded aluminum astrogal of 6060-T6 alloy. Frame .Construction: The frame is constructed from finger jointed pine measun.4.5f65 wide x 1.17' thick. The header is joined to the side jombs with (3 16 x 2.5' Philips t Head. Screws. Tice threshold i is joined to side lambs with (2 IV. 1" crown x 1 long staples of eoch side. The mullions are secuB together in a sidelite application using 18 2" king PFH Wood Screws (6) screws p f each minlfion. The units uses an hswing Saddle threshold measuring 5.75- x 1.548. Go zi SMC livv Ute - 04 size is 27.5" wide x 50.19" high secured 1 w x 1.75" Pfiillips Pon Head Screws The frame are sealed with silicone caulking (Dow 795) to sidelite panel and to the glass. Sidefite Glazing: SMC tip Life with the yield strength Fy(min.)= 6,200 psi & TMC Lip Life with the yield strength Fy(min.)- 4,674 psi - DA size is 9.85" ride x 65.85" wide secured w/(16) 18 x 1.75' Phillips Pan Head Screws. The frame are sealed with silicone caulking (Dow 795) to sidelrte pond and to the gloss. Integral Flush Glazed - The sidelife sash face panels are molded to receive the insulated Glass. The olass is attached to the siderife face sheets with wLcone glazing compound (Dow 795). I TABLE OF CONTENTS SHEET #1 DESCRIPTION TA 3 7.5' MAX. 36" MAX. PANEL WIDTH n F VWx 24.5" MAX. TYP.) r J 0 X N I J. 5I11I F INSWING 11-Tr- UJ Cr 0 X N I 105. 5" MAX. OVERALL FRAME WIDTH 36. 625' MAX. 15.5" MAX Z L, PANEL - WIDTH _... .. _ -_ _.-FRAME-WIDTH .__. .O._, rV W/ASTRAGAL t- DOUBLE W/SIDELITES INSWING LL LINR r OPTION 11 W/ SURFACE BOLTS SEE DETAIL A" SHT.3 FRAME WIDTH AIL MODELS 68. 5" MAX. OVERALL WIDTH - 24. S'FROMARE VIEWED INTERIOR L.O._" P I I J d rJ Ua XX o Z " 1 0 w o 9 x o 4 - i JO tl 0X ° O ' e 1 SINrI F W/SIDELITES INSWING NIT _ DOUBLE INSWING OffWINR OP710N II W/ SURFACE BOLTS 74. 5- MAX. OYL KA 36. 625' MAX. PANEL WIDTH --{ I W ASTRAGAL I o 24. 5" MAX. D. L.O. XQ TYP.) f Fin 0 0 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REOUIREMENT IS NOT NEEDED OPTION 1 W/OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION II WITH SURACE BOLTS & WINDJAMBER 11ASTRAGAL 70.0 PSF -70.0 PSF 73. 9375" MAX. WIDTH cU p Oto - 7. 125" MAX. D.LO. Z^ 2Z0WIDTH LIP LITE 0 O W 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE L 0O o TYP. FOR 3 BOTH SIDELITES) Zi W CL 15.5" MAX. FRAME WIDTH 13.9375 MAX. WIDTH 7125" MAX. D.LO. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) C BUILDa CONSULTANTS. 11 815.684. 3831 arc 11/ 07/0 xxE N. T_S. owG. BT: WLN CNK. By: RW aruwiNc NO.: S-2175 S+al 1 or r 73 Z a .- m. a In W de ._ 4 . tv wXU a 2 N N 2 8 6 Z 7.68" MIN. N V) PANEL THK, o .0 00 F- SEE GLAZING DETAILS = w (SHEET 7) 48 Z a 28 J 29 J D: 1 O N o EXTERIOR INTERR N 0 1 co 14 50 21 z_ m 51 m u> w NNw e al. XT RI •R IN7 RI R 1 V RTICAL CROSS SECTION 2 pOOR PANEL Z Y 1. 68" MIN. N n U PANEL THK, I SEE GLAZING DETAILS SHEET 7) _ T L ILL nit ,'-.?+, ,'+' ' 7J1•.'Ti1g.- SEE NOTE 9 SHT.4 43 U EE NOTE w SHT. 4 X EXTERI R Y iN7 I 2 VERTICAL CROSS SFCTION 2 SIDELITE PANEL W Q a N 69 1.697" 1 n m INSWING 51QELEE 31 BOTTOM B00T 0. 09 EXTRUDED VINYL WALL o03 O cn o C'1 Sr UwnOWE^ 3Qm cc 2 ( o CL I- 813, 654.3831 smc: 1 1 /07/0 Sc E! NTS DrC+ Err: WLN CN er RW oaawr1c w_ 5- 2176 sNcn 2 a 5 18 1.15 MIN. Z W EMB. XTRIOR F N O W 24 EXTERIOR ZS" MAX. SHIM O tn p a0 8 Z 15" MIN. L O 2 z= 1 N J^ C-SINK CCO z p w SEE NOTE 27 Y EXTERIOR C.)W co zz 2 SHT.4 ACTIVE 0LnN11 xt- O O a 43 INACTIVE w w 1 a 49 e 13 W 00 d e opoOo Q Oe 77- 6 Oho c ASTRAGAL RETAINER 36 6 N w ^N cn BOLT B.O" LG. TOP 3 do BOTTOM (2) BOLTS 3 SEE NOTE m ZU AT TOP do (2) AT BOTTOM IN RIOR 9 SHT.4 35 w V) aC 34 15 INTERI R17 o &In 1 H 1 qZQbff_ R TI N INTERIOR v l xa v 3 ASTRAGAL o OPTION 1) 3 H RI NTA R TI N 3 ® SIDELITE TO BUCK m THE SIDELFTE CROSS SECTION Z Y 1 ~ 7 JW 28 43 'R /d- a 48 11 EXTERIOR 0 e o e O O INi I R a 36 N Y 4 37 3 SEE NOTE g a 29 9 SHT.4 6 9 10 4 34 ui zz V) —a 2 R A R ErTioN i3 ® MULLION D AI "A" Z OPTION II SURFACE g[TS) 1}} L. 813.654.3831 L-- YQL: 11 /7/01 WXL NTS owe.8r: WLN Cw . BY: , RW 5i Nc No.: S-2178 SHM 3 or < EX7 RIOR 25" MAX. SHIM SPACE 38 13 3 s 1415 a1 ww ao16 V) FXT RIOR v 13 o e 6 7 8 I I RI R 75" MIN. 1 ry NT RSECTION FFF"' C-SINK 4 LATCH JAMB TO BUCK, v_. 1. 15" MIN. EMBED. NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND (DOW 795). 2. SPACING FOR 68 x I- PANHEAD SCREW ATTACHING THE ASTRAGALTOTHEINACTIVEDOORISASFOLLOWS: FROM THE TOP DOWN 1", 3 5 18.25 40-5", 59.25", 74.25", 76.25" & 78. 25". SEE NOTE 1 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) i SHT. 4 18 x 2.5" PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) T 07H SIDE SEE NOTE 5 SHT. 4 18 x 2.5" PHILIP FLAT HEAD WOOD SCREW A B SIDELITEISDIRECTSETINTOTHEJAMBWITH (12) f8 x 2"5- 00 05. THE PFH, WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0. 19.75, 33.5, 47.25", 61.0" &00 0 o0a 74. 75". THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 36 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A p8 x 2" SCREW SECURING THE MULLIONS H Y TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 34 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) Li 33 MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE 2 SEE NOTE THE HINGE TO THE JAMB 9 THIS SHT A 16 x 2 SCREW. WHEN ATTACHING AND THE SIDELITE AT THE MULLION USE A 110 x 1 314" SCREW. 8. THE INSWING SIDELITE BOTTOM BOOT WAS SECURED TO THE BOTTOM OF THE SIDELITE SASH WITH (3) J6 x 1.0" PHILIPS PAN HEAD WOOD SCREWS 2.0" FROM EACH END AND (1) IN THE CENTER. 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" OIA WIRE BRADS AT 2" FROM EACH END A MAX. OF 2" O.C. Z 1' i J ujlDZa 2 HORI ONTA CRIDS CTION • 15" MIN' 4 HINGE JAMB TO BUCK, C- SINK 1. 15" MIN. EMBED. SHT. 4 SEE NOTE 6 43 X7 RI z= B co W 7 z 1 0 0 0 5 TE I i7 S.r STRIKE JAMB TO 25" MAX, SHIM SPACE SEE NOTE 1p 7 SHT. 4 37 r IL JELITE crr1 I l O co 0 U-) O co C) Q Wz co 2 U N zc oU. 0 nw vzMm a VO N ZZ U.71 U V oLD J. ON k- UU BUI DING SULTANTS, iNC 813,684. 3531 Br: WLN Br: RW Nc ro:: S-2176 SEE NOTE CENTRAL MANUFACTURER DAME % F J a N. tj 6 _ A3" 6" 6 n 3" 3" '{ 6" 6" SEE NOTE O z 3' 6 3" 3. " In I 3 SH7. 4OWIIIII 1- - O coIII - Q t < TYP.N_ TYP. - - SEE DETAIL ry = 0 3 SHT. 4 - SEE NOTE "F" SHT. 5 SEE DETAIL N _ 13 v N 6 SHT. 4 E SHT. 5 0 N o a TYP. - o TYP. v1 . SEE DETAIL SEE NOTE - _ - cD 6 SHT. 4 13 _ "G" SHT. 5 - - ~ TYP. _ SEE DETAIL 13 SEE NOTE H" SHT. 5 "D: TYP 4 SHT. 4 51 ' 13' s1 s1 TYP. - 57 TYP. I II f313' i' . i t3" 3" I-- 6" 6' - I 6 3 3" 3. 6" 6" 6 SEE DETAIL "H" DRILL THROUGH FOR A 0.357" BOLT DEEP DOUBI F DOOR W/SIDELffES ENOUGH FOR A 2" BOLT THROW 7 11 10 70 DETAIL " E OF- TAILFASTRAGAL STRIKE PLATE OPTIONAL S RrACE 13 13 0 SURFACE BOLT STRIKE PLATE DETAIL vi SEE DETAIL G" SHT. 5 i ATTACH THE STRIKE PLATE TO THE THRESHOLD W/ 2 #10 x 2 112" PFH WOOD SCREWS DETAIL " H" ASTRAGAL THROW BOLTS AT THE THRESHOLD D3 Z N O SEE DETAIL N I'll. va J D" E" SHT. 5 o m J JQ TYP. TYP. p' v o o Z 5 7 TYP. 1 o 0 D U N a r"- w SEE NOTE 4 SHT. 4 813. 684.3831 DATE: 1 1 /7/01 SCALE N.T.S. Vw . BY: WLN CHK. BY: RW Dp . c HO.: 5- 2175 iHFR 5 OF C 10 1 6• t3 3, 1 TYP. Ln N i 13 o V) N 4 -j TYR SEE DETAIL1G" SHT. 5 to N E" SHT. TYR SEE DETAIL "F- 36- 6• 13T- SEE NOTE TyP3 SHT. 4 SEE DETAIL" F" SHT. s EF F 3" 6b. 3" --{ 36" 3" f` 3" ff//(- E- 1 1 NOTESEE NOTESHT. 46 SHT. 4 \ 46' TYR Un5". u SEE DETAIL ^K" SEE NOTE "G" SHT. 5 1 _ 4 SHT. 4 IYP. YP. 6"--i6^ SEE DETAIL "H" DOUBLE DOOR 4CENTRALSL® A B.®eA.F• MANUFACTURER NAME iICA v S` ter; $ N O o3 cc O cn- 0a: t\ Ln Lu Owo cr O ZD O Q < 00 t\ LU c N O J W Z !n 3 Z a SE' E DETAIL U" ESHT. 5 o TYR 13 - V" o v K^ TYP. I— 51 TYP. u — M" F- T6 3.. ' 6"' r- 3-SEE NOTE 6" 3_ 51 4 SHT. 4 3" TYR SINGF DOOR W/SIDELITES 513.654.3531 As 11/7/ O1 C.-L N. T.S. rro. cry: WLN NK. ar: RW 5-2178 sMEET 6 or 9 0.5" GLASS _ SITE SEE NOTE 1 TAPPH8x13 1/4" STEEL INTERCEPT SPACER 1/2" INSULATED TEMPERED GLAD GI A71NG nFTAII sHOWN W SIDELITE ONLY) 0.5" GLASS _ SEE NOTE 1 BITE THAPPHI8x13 3/4" STEEL INTERCEPT SPACER Y 2 Zn 1/8" TEMPERED S +,/' B- ASS 1/4" AIR SPACE TEMPERED GLASS 0625" THICK DOW 795 GLAZING COMPOUND Y z _- 1/8" TEMPERED 3 ` GLASS V 3/4" aR SPACE 1/B" TEMPERED GLASS 0625" THICK DOW 795 GLAZING COMPOUND 0.5" GLASS SITE 0625" THICK DOW 795 COMPOUND SEE TH1/8" TEMPERED GLASS4TEGLAZING3/4" aR SPACE 8" TEMPERED GLASS 8 x 1 33/4" STEEL INN g 1" INSULATED TEMPERED GLASS GLAZING DETAIL SHOWN W/ ri ASSIC CRAFT SMC LITE FRAME REQUIRED FOR DOOR PANELS) 0625" THICK DOW 795 0.5" GLASS BITE GLAZING COMPOUND 1/8" TEMPERED GLASS O 0 0 O p OD 0 1/2" aR SPACE O 0 0 1/8" TEMPERED z GLASS SEE NOTE 3 vt THIS SHT. a' g n 3/4"" INSULATED TEMPERFD GLASS ri ACING DETAL SHOWN W/ 1/2" STEEL INTERCEPT SPACER CLASSIC CRAFT" INTEGRAL GLAZING 1" INSULATED TEMPERED GLfs55 rl a71NG DETAIL SHOWN W7 CLASSIC CRAFT" TCM LITE FRAME SIDELITE ONLY) 1, THE 27.5" x 50.19" DOOR LITE IS SECURED WITH (16) $8 X 1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS, 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) a8 x 1.75" PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 2.125" FROM EACH END. SIDE STILES FROM THE TOP DOWN TOP DOWN AT 5.5". 16.5'. 27.5" 38.375". 49.375' AND 60.375 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. SIDELITE ONLY) CTENTRA-1, yff d-i rIDA B-0-A-F- 1`t91 `U 1 UR UR N O 00 O 00 EO= O z O n OW^ F o :o 00 813.584.3531 Dx 1117101 NTS w,c. er: WLN aa. er: RW 00.r•'MG NO.: 5-2178 s m 7 0F S 4.03 3 CC LATCH SIDE STILE 3 RED OCORE MATERIAL LVL OR LSL OAK CAP Ll f-- 1.077" —{ v^i 1.54" --ice 42 9DFI ITE TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 7. 47 -{ n CC BOTTOM RAIL 50 WOOD COMPOSITE 1. 077" --j I 1. 54" ---1 anFl ITF RI ANK SIDE STI 36 FINGER JOINTED PONDEROSA PINE 1 1. 47 ---i m CC TOP RAIL O WOODCOMPOSITEW 39" RED 4,565" r r\ OAK CAP1 1 Q p p ON ^ --^°CC ( 0Ot 1- o 1 O g W Owo 0 2 35 38 WOOD FRAME t\ZE 1. 46" CC 00 = CC HINGE SIDE STILE W a CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULAI, EWOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. F z J 1. 920" L hJj L m m T7I tp O W OUONa T INSWING DOOR BOTTOM SWEEP sue- DIM. VARIES `^° ro VINYL .080" MAX. WALL, .035" MIN. WALL iii Iv a W/ GLASS THK. Z K40 x 1.79" PT THREAD SCREW, MAJOR DLk 4.Omm 28 SMC LEE FRAME 1. 375" 8-10 x 1 PPH PLASCREW CI J IIII TF- n DIM. VARIES '? CENTRAL W/ GLASS THK. ^ cVIL MAN-Crl 71-- e 7 8 TCM LITE FRAME MASTED. FILE W a C FI VV BUILDING CONSULTANTS. INC 513. 584.3831 DATE: 1 1 /7/01 S F NTS D« - Br: WLN RW LNNYNC NO.: S- 2176 8-- SNEFI 8 OF 9 Ltm NMaterial 1 RMA TRU with yield strength F min. = 00 si FlBERGUSS 2 3 CC LATm 5WAOcK gQX -TRU LK DR Lq R x 1.4r x 4.83 4 CC 5 TRII h OAK i. ' x 1.47 6 X 1" PHIORPANHEADSCREW LSL/W STE L 6 POLYURETHANE FOAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 6 LONG REACH COMPRESSION WEATHERSTRIP ERMA-TRY FOAM 9 10 4 x 4 HINGE .097 THK. THERMA-TRU 10 x 3 4 LG. PFH WOOD SCREW Kn to Frome STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 8 x 2 LG. PFH WOOD SCREW S x 2 1 2" L.G. PFH WOOD SCREW STEEL STEEL 14 INSWING DOOR BOTTOM SWEEP VINYL 15 2z OUTER WOOD TEST BUCK WOOD 2x INNER WOOD TEST BUCK MAX -I/ HIM MATERIAL WOOD WOOD KWIKSET TITAN 700 SERIES PASSAGE LOCK NOTUSEDN20HEADER4565' x 1.17" THERMA-TRU PONDEROSA PINE WOOD INSWING SELF-ADJUSTING SADDLETHRESHOLD WOOD HINGE ,IAMB 4.565 x 1.17 TH9NA-TRU PONDEROSA PINE WOOD KWIKSET TITAN 700 SERIES DEADBOLT 24 25 ASTRAGAL WINDJAMBER II WR687 .052 WALL GLAZING. 1 2 INSULATED TEMPERED GLASS LUM. 6060-7 GLASS 26 NOT USED 27 8 x 1" LC. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC UP LITE E• MC, THERMA-TRU with 'eld stre th F mrn. = 6,200 s1 SMC 29 K40 x 1• 4.0rrm ITEM 28 STEEL 30 NOT USED 31 INSWING SIDEUTE BOTTOM BOOT VINYL 32 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 34 35 1 x 0.04 DUl WIRE BADS 3 8" COVE MOLDING tiUWK JAMB 4.565 x 1.17 THERUA TRU. PONDEROSA PINE STEEL WOOD WOOD 36 WEUTE SIDE SRf -TRU 1.531x .656 PONDEROS4 PINE WOOD 37 10 x.1 3 4" LG. PFH WOOD SCREW STEEL 38 39 LATCH JAMB 4.565' x 1.17' -TRU POtIDEROS4 NEED NOTUSEDWOOD ALUM. 40 SIUCONE CAULK SILICONE 41 42 SDEUIE TDP h BOTTOM ROA W. I-W r .5 paco o51 WOOD 43 8 x 2" LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 B" SURFACE BOLT STEEL 46 PLASTIC UP LITE FRAME TCIA. THERMA-TRU with yield stye th F min. = 4,674 si TCM 47 8 X 1-3 4 PPH SCREW FOR REM 28 & 46 STEEL 48 GLAZING, Y INSULATED TEMPERED GLASS GLASS 49 GLAZING, 314 INSULATED TEMPERED GLASS GLASS 50 CC BOTTOM RAIL (150' x .883' DLWA4-TRU WWO COMPWT) WOOD COMPOSTE 51 3 16 TAPCON ANCHORING ELCO, 1.75 18N. LG. STEEL 8. 0" ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC "? YELLOW CHROMATE ONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE WIVINYL JACKET 3" N 1.155 N DRILL TRU FOR N A # 8 PFH WOO DRILL TRU FOR SCREW 2PLCS 357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE O 35" f- COMPRESSION WEATHERSTRIP BY THERMA-TRU 11" RETAINER BOLT FOAM CELL CORE W/VINYL JACKET FLopjDA N o CENTRAL NAME MANIA r+ _ WINDJAMBER II WR68T 24 ASTRAGAL ( Al UMINUM052" WALLTYP.)(AlUMINUM052" WALL TYP.) r] 00 o_ co CL 0 2: o CC w o 00 W00 CL U zJV az W aw m o a IN . p J 5 c m a 813. 584.3831 ATE 1117101 Saae NTS owc. BY: WLN p K. er: RW pgArnNG 5- 2178 Shen 9 of S Page 1 of 1 daphne From: "Matt Smurr" <msmurr@MorrisonHomes.Com> To: <daphneclarkinc@cfl.rr.com>; "Duane Shackelford" <DShackelford@Morrison Homes. Com> Cc: "Tony Moore" <AMoore@MorrisonHomes.Com> Sent: Wednesday, March 10, 2004 10:40 AM Subject: Camden/ Keenes Point zoning & engineering HOLD URGENT!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! IMMEDIATE ACTION NEEDS TO BE TAKEN / MODELS INVOLVED PLAT BOOK 56 PAGE 103-106 RECORDED 3-9-2004 someone needs to go down to county at 201 S. ROSLAND AVE DOWNTOWN ORLANDO an sit down to have holds released ! ! ! ! ! ! ! 808 B03-013478 Model 3026B Right 11237 Camden Park Drive Dorchester 809 B03-013528 Model 3481A Left 11243 Camden Park Drive Wentworth 812 B03-013715 Spec 3026A Left 11325 North Camden Commons Drive Dorchester 813 B03-013720 Spec 2831 Left 11331 North Camden Commons Drive Buckingham 834 B03-013359 Spec 3481 Left 11321 Camden Park Drive Wentworth THANKS MATT 3/ 10/2004 i 4.T i z Lk1WIltL011l. MAN UFACtU . N TRERMA oTRU® CLfS.41c CRAFT- ciumWINa &a swaLE AND DOUBLE "a f SIDELITES. WSULATED FlBEROL A -SS DOOR WITH WOW FRAMES• 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA jBUILDING CODE 1994 EDITION FOR MLAMI-DARE COUNTY. 12. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHALL BE BEYOND WALL DRESSING OR SSTUENT CCO. WE MATERIAL 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS coUNTY OWITH CTHE USE OFT ME THE HIGH DW BE WATERIUMPTHRESHOLDSEEREmENTSFORTHE DESIGN PRESSURE CHART BELOW. I6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7: siDELfrES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. I a Ili ace sees or one : I erg ass (SAC) skin 0,105" min, deliteSheet: 0.07 min. thk. with yheid strengGh fy(min.)-6,000 si Coredesion: Polyurethane foom core, withl.9 Ibs. density by BASFP Panel nstry ion: The ponel skin is constructed from o D.095' thk sheet mo m9 cam SAC). The interior cavity is filed with 1.9 lbs. density 84SF ppTheeelyurtthWchorrc andfoom. The pone) face sheets ore glued to the, wood sTP. p and rg'IisthelatchinforrccementsTheIaam pandbottomrailarIMcheof ch bop4m0p3osrTe material Inthe double door application the inactive door is fatted w (h on arfruded alum rum astragal of 6060-T6 alloy Frome Construction: The trome is constructed from finger jointed Pine m4.93wide x 1.17' thick The header is pined to The side bs with (3 /8 x 2S' Philips , f wqo Screws The threshold s joined to side jambs with 1 1 1 1 crown x 1 kxg staPks of each side. The mulrwhs ore secured together in a sidelile application using 18 2' long PFH wood Screws (6) screws ppeer eoc tbon The units uses on Outswing Bump threshold measuring 4.615 x .W secured Ute - OAsizeis27.5' wide x 50.19' high wr x 1SMC.75'La !%Chips Pon Head Screws. The !rime "am _scold with >dfcone caulking (tow 795) to siddhe panel and to the glass. Siderhte Glazing: SMC Lip Late with the yield strength Fy(min.)= 6.2DO psi & TUC Up Lice with the yield strength FXmin.)- 4,674 psi - D4 sizes 9.65' ride x 65.85' wide secured w/(16) /8 x 1.75Philips Pan Head Screws• The fionk am sealed with s'Gcone cou" (Dow 795) to side6le pond and to the gk= Integral Flush Glazed - Tne sidefle sash face panels am molded to receive theinsulated 7. glass is attached_ totheside6tefacesheetswiths&vm gknzing c TABLE OF CONTENTS SHEET J1 DESCRIPTION IAX. LL WIDTH 36" MAX. PANEL WIDTH n 105: 5" MAX. OVERALL FRAME "Ulm 36.625" MAX. PANEL WIDTH W/ASTRAGAL ty x i Qx 24 24.5" o = Z W MAX•X - h- M D.L.O.. <( TYP.) rn x v o a o w i ! o DOUR) F W/ SIDELfTES_ JNrl F OLTISUANG UNfi OPTION Il W/j' SURF1 E DETAIL SE 74. 5" MAX. OVERALL FRAME WIDTH ---{ erI MODEL S 36.625" MAX. I ARE VIEWFII PANEL WIDTH FROM INTERIOR 11 W ASTRAGAL J w 0 w 24. 5' 2 MAX. X _ W D. L.O. < x u J 00 X 0 o i n Go INACTIVE ACTitiE SINGLE Y DOUBLE OUTSWING UNIT OPTION II W/ SURFACE BOLTS SEE' DETAIL 'A" SHT. 3 DESIGN PRESSURE RATING OPTION I W/OUT SURFACE BOLTS +47.0 PSF -47.0 PSF WITH SURACE BOLTS M + 70.0 PSF -70.0 PSF OPTION 11 WINDJAMBER 11 ASTRAGAL - SHT.368.5' MAX. OVERALL WIDTH 24.5 I------" ----I r-- AX. D.LOE> 15.5" MAX• FRAME WIDTH t3.9375 MAX. WIDTH 7. 125" MAX. D.L. O. WIDTH LIP LITE 7.0' MAX. D.L. O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 15. 5' MAX. FRAME WIDTH 13.9375' MAX• 7.125" MAX. O.L. O. WIDTH LIP LITE 7,0' MAX. D.L. O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDEUTES) cr N 0 M O , O 0p a o a: 1; Zo,,T 8!Su o l'' tj- ago ODoW CL xrsur.. wrs. n+c 613.664.3631 srALL N. T.S. owc- LN orx. hn: RW owynihc xa' S-1161 wrrr 1 or 9_ e..' gm a.n yin .e. ZV U a - 2y 2 1.66' MIN. PANEL THK. 0 a: ° 29 SEE GLAZING Z8 DETAILS tjj ICdE61BB FXTFRIOR a 48 10 QO °,0 tom" 0 .6 c'O-.O a 719 i u 3 - N !+7i 51 1 , W u y rv= ZY 6 2 PANEL THK O' 29 SEE GLAZING 26 U MAILS- W x INTERIOR [Qs Iv a 48 O 6 1 m SEE NOTE o.' . B SHT. 4 50 39 7 n.0.. 3 g N 51 e d.. i 1 cngc cccnnN 1 2 OIJTSWING DOOR PANEL W/ HIGH DAM V OUiSWING DOOR PANEL W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) \\ Lr`T10i ` • a.J c 3 i T 71 } I j I," 1 1 . J.1,- i..J'i7 r. 17 13 N Z'Y 000000{i3z1.68" MIN. r V PANEL THK. 000 ° O c75Wx O 0 O uj SEE GLAZING EE DETAILS oEXTER10 0 °4O z O° o 1 O O. N O 20 O O z coi 00 0 m In W N 5 O > ,, co 0 V) CL O=t\ Q Z (z) Ln 0 LLj ^ NOTE 00 OR.4 ulDo a U' O O N S m -,FWO N a ISEE NOTE 9 BHT. 4 E NOTE SHT. 4 4 .. . t C2 2 OUTSWING SIDELRE PANEL THE CROSS SECTION IS coF 50LT,1rrs' SHOWN W/THE -CLASSIC 813.6g4.3831 CRAFT" FLUSH GLAZED k 3/4" GLASS DATE' 1 1 /5/O t SME NTS vwc. or. WLN a er: RW OMAwwG MO.: S-2161 eum 7 OF ASTRAGAL RETAINER BOLT 8.0- LG. TOP BOTTOM (2) BOLTS Z AT TOP & (2) AT BOTTOM SEE P SHT.4 INTERIORZ NH^ J W 0 N Z Y Z 1 I CROP ccCilON 3 O ASTRAf(G41. OPTION 1) 1.15" MIN. EMB. MAX. SHIM r25- 15- MIN. C-SINK zYn EXTEMRI N Safi 43 W v oW 49 73 a 0 0° O 6 36 v NHn S a 3 SEE NOTE V b w o 34 9 SHT.4 y 76 t7 3 1 3 3 O SWELITE TO BUCK v oo° o U,. DETA- OPTION 0 SURFACE BOLTS) 9UILpNO ZJ43 S6 v 7 - jy L i l'\LJ:! 11t': 1 'i.LJ'!l 1 l CONSULTANTS. B!C 813.684.3831 3 34 339ESHT4 vVi... c om- IIZ5/01 i •. 1' ?1 /11SCAM i. L'. NTS 2 NTA R SEL'71QN Y YJ GL 1 I J'yJ wo, or.. WLN gr: RWRI 3 O MULLION 7 _' J 1:: L/ puL cnN.wc No 5 7 3 or 9 25' 'MAX. z Y 0 SHIM SPACE38 LJ Z ti isN pz UaW1 G)13 3 ¢a Wo EXTERIO e•o a 7 8 I RI R 15' MIN. 1 HORIZONTAL RO CTI C-SINK ET LATCH JAMB 70 BUCK, 1.15' MIN. NOTES: EMBED. I. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SIUCONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 18 x i" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3', 5", 18.25", 40.5', 59.25", 74.257, 76.25' & 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 1.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) JS x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) SEE NOTE 1 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT S14T.4 EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0", 19.75", 33.57, 47.25, 61.0 k 74.7'. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2' SCREW SECURING THE MULUONS TOGETHER IS THE SAME AS THE PERIMETER o ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP N V) ^ FROM THE BOTTOM WTTH (4) MORE SPACED AT 13.7' O.C. g 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK u w viUSEAJ8x2' SCREW. WHEN ATTACHING W THE HINGE TO THE JAMB AND THE SIDELITE AT THE Vr MULLION USE A 170 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. j 9• THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS I SECURED. USING 1' x 0,04' DIA WIRE BRADS AT 2" FROM EACH END A MAX. OF 12' O.C. HORIZONTAL CROSS SECTION • C- SINK MIN. 4 HINGE JAMB TO BUCK, C- 1.15' MIN. EMBED. D 33 35 a SEE NOTE 9 THIS SHT z5' Max. I SHIM SPACE SEE NOTE 7 SHT. 4 3 HORIZONTAL R S CTI N 4 ® STRIKE JAMB TO SIOELITE JLJJ- I JL JLL 1IACT 1Q G 7 rcl O_ > 1 Fr fV O OD 0 (f) ICLmIll mzon O W O O O00 iE T CL CONSUlTAMS, rNC 813.654.3631 I Mare 11/5/01 srraE NTS arc. er: WLN ak ar: R W Mniannc qM: 5-2161 sneer 4 of 9 SEE NOTE 3 SM. 4 SEE DETAIL "F" SHEET 5 6" 6" 6 3" 3" 3" 6" 6" 6" 3" 3" ~ 3" 1 I I I I I i I 73 I I' 113 7 3 - TYP. TYP. SEE DETAIL _ SEE NOTE "F" SM. 5 AIL 6 SHT 4 13 SEE DETAIL G" SHT. 5 -1 TYP. SEE DETAIL _ H" SM. 5 B" 51 1 ! TYP. 3" 3" 3" 6" 6" 3" 6 SEE DET E SM: 5 SEE NOTE — TYP. 6 SM. 4 13 SEE NOTE D. TYP. 4 SM. 4 51 S2 3" 3" 3" 3- 6 6• o> N 0 co O Ln O aD Z O 6" 6" 4— SEE NOTE I 1 3 SM. 4 1 Q C Lj t] LUL-j j co t\ Lo W coo a 0i t, u 13N c"I TYP. n h ILLn SEE DETAIL U)" E" SHT. 5 0i meq vi TYP.`oSEElIiDETAIL G" SHT. 5 C" C^ TYP. "D" oili Si TYP.a I 6" 6" --i I--T SEE NOTE M4SM. 4 SEE DETAIL H" SM. 5 CINft F DOOR w QQQRi F DOOR W/SIQF.LfTES 1 a DRILL THRU FOR A 0.357" BOLT DEEP NOTE: _ C 1 ENOUGH FOR A Z" p Z BOLT THROW USE ITEM $13 A 8 x 2 t/2 PFH WOOD SCREW SEE NOTE ATTACH THE STRIKE AND DEADBOLT PLATES TO THE SEE NOTE 1 THIS SM. JAMB OR ASTRAGAL EXCEPT IN THE MULLED eui rn 7 SM. 4 SURFACE BOLT APPLICATION WITH THE SIDELITE USE ITEM J43 A 8 ca+suuw+rs. n 0 13 43 STRIKE PLATE z" PFH WOOD SCREW. 813.684-3831 43 37 oie 17 5 0111QETAIL_ / / 0 0 RETAINER BOLT HOLES wue N.T.S. O . do OPTIONAL SURFACE , Or: WLN SURFACE BOLT BOLT STRIKE PLATE OP gg e a j SAo ii eSTRIKEPLATE0 , 1` 1N1-Ytla Wyj.,ryp cwc. er: RW D AIL F 13 43 M ASTRAGAL STRIKE PLATE 5-2161 10 B OPTIONAL SURFACE SEE NOTE M , 7F A DETAIL "E" BOLT STRIKE PLATE THIS SM. DETAIL "G" N v1 1• s rFr 5 OF i SEE DETAIL 7- SHEET 5 6" to 6" 3" 6" 3" 6"_ 36• 63 3. 6• 3" F13iYR SEE NOTE 3 SH7. 4 SEE NOTE SEE NOTE TYR SEE DETAIL n 3 SM. 4 6 SHT. 4 N rn 13 F" SHT. 5 — rnn. ai N INy TYR j SEE DETAIL G" SHT. 5 73 — SEE DETAIL N SEE DETAIL TEMP SHT. 5 HE SHT. 5 TYR : SM. 5 ol 13ONTYR o_> 1' IY N O a0 O coo 2 Z O r 1 U:5L1 ow— O o 00 cc 03Lu a tn jam T7U!- f .J. _ SEE DETAIL K _ -K• TYR M co IL_ SEE NOTE -G• SHE5 III 51 51 ° 4 SHT. 4 I i 51 TYR J.TYR -TTYRIiILJTYP. 3" --i 4- 3 3 M'} 6 _ I 3' SEE NOTE 6' 3. Imo- 6" 6. 6• 3• 52 4 SHT. 4 3" 6" TYR SEE DETAIL H" SHT. 5 M—z E= F. SINGLE DOOR W/SIDE S JL evaw CONSULTAMS. I l•,.,ilK N 1i 11U.t 1Llld !l' lL G I A 1Bo ®o A.7o Bt3.684.3831 scALF- F !< >`T Ttk r7-Nr^:^a. t'.{t};\ y {{spyo ki OFsl A C li ^! I liJ1.7R 1 V Illl E C I iL— I. i 0.5' GLASS _ BITE SEE NOTE 1 TdPPHx13 1/4' STEEL INTERCEPT SPACER 1 /2' INSULATED TEMPERED GLASS r' AziNC DETAIL CHOWN W/ ece r raeCY 7CM l RF FRA!E SIDEUTES ONLY) Y Z 1/8' TEMPERED v' GLASS 1/4" AIR SPACE 1/8' TEMPERED GLASS 0625' THICK DOW 795 GLAZING COMPOUND Y 0.5" GLASS z SITE N " TEMPERED 0.5" GLASS SITE SEE NOTE 1 ll THIS SHT... o 8 x 1 3/4" PPH 3/4" STEEL INTERCEPT SPACER 0.5' GLASS BITE SEE NOTE 1 yy 1/8 0 v THIS SHT. ^ U GLASS O 0 O 0 0co4 uc 0 0 0 O 3/4" AIR SPACE 0 O 0 SEE NOTE 3 1/8' TEMPERED THIS SHT. fB x 1 3/4" PPH GLASS 3/4' STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER - 0625' THICK DOW 795 GLAZING COMPOUND INSULATED TEMPERED GLASS CLASS a71NC DETAL SHOWN W/ 1 RAFT' M(ITE FRAM SI L L 1. THE 27.5' x 50.19' DOOR LITE IS SECURED WITH (16) 18 X" 1.75' PHILLIPS PAN HEAD SCREWSASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0'. 13.75 AND 24.5" FROM THE LEFT SIDESPACEDTHESIDESTILEANCHORSWERELOCATEDAT3.0". 13.25'. 23.575' 33.875" AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) J8 x'1,75" PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5'. 16.5'. 27.5' 38.375% 49.375' AND 60.375', 3.. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 0625' THICK DOW 795 GLAZING COMPOUND 1/8" TEMPERED CLASS 3/4'. AIR SPACE 1/8" TEMPERED Y GLASSzF o g 1' INSULATED TEMPERED GLASS n e iur DETAIL SHOWN W/ CLASSIC CRAFT' SMC LITE_ FRAME REQUIRED FOR DOOR PANEL) 0625" THICK DOW 795 GLAZING COMPOUND 1/8' TEMPERED GLASS 1/2" AIR SPACE 1/8" TEMPERED z = GLASS En g 130 3/4"' INSULATED TEMPERED GLASS t 7ING DETAIL SHOWN W/ CLASSIC CRAFT" INTEGRAL GIAZIN SIDELRES ONLY) N o T4AN,UFA J N • 1"A cl rcJ o_ N O 00 OLn j CLO=I 2 Z0„1 LLi LL1 O O 3QCO w(0 a 813.684.3831 re 11/5/01 NTS WLN x er RW wnec no. S-2161 r 7 or 1 i I L 4.03' 10 3O cc LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP g-1.077- t ^ 1.54' StDF1 RE TOP & BOTTOM—R,411 FINGER JOINTED PONDEROSA PINE r— 1.47' n com I I CC BOTTOM RAIL OWOODCOMPOSITE 1 S4- --i crnEiRF BI ANK S 2 SAID 36 FINGER JOINTED PONDEROSA PINE m Cr TOP RAIL OWOODCOMPOSITE 0 0 LII 0 0 097" Fes- O 4 x 4 STEEL DOOR HINGE 9 39" RED OAK CAP O CC H1. 46' INGE SIDE STILE CORE MATERIAL. LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADLATA. PULAI, EWOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. DIM. VARIES Ln ui W/GLASS THK. N K4o . 1.-n- Pr 1HR£AD SCREW, M!!OR OW 4.0mm ar i rrF Frlioae 28 1.375' is- to . 1 1/2' PPH PLSCREW 1 1 DIM. VARITMHKNW/GLASS ^_ MAN FA YI/LP @6/JI 71,1 . 4.565' In WOOD FRAME 4.615" 2.203' Nt I 1 T rn 19 OI17SlNING BUMP FACE n Ai SJMINUM/WOOD THRESHOLD 050" WALL TYP.. HIGH DAM THRESHOLD 39 u # 7mxSEll - o > t, F= Q: N O aO U. ooz) CL o = MZo, US41 OWo n w a F^ z J n W IQ W 813.684.3831 NTS 6T: wlr eT: RW NC N0: 5-2161 T B OF RIPTI n ! FlBERGLASS i OCK ROCK nVW- X59MERIUMV L OR R OMK 1.4C x 1.4 3 4 5 6 NOT USED OLYURETHANE OAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEAT1fEFSTRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHUWW THERMA-TRU FOAM 9 4 z 4 HINGE .097 THK. ERMA-TRU STEEL STEEL 10 10 x 3 4 LG PFH WOOD SCREW a to FromSTEEL 11 10 x 1 I.G. PFH WOOD SCREW 12 13 N07 USED jfB x 2 1 2 LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD ERMA-TRU ALUM. WOOD 20 HEADER 4.565 x 1.17 -TRU PONDEROSA PME WOOD 21 22 NOT USED HINGE JWB 4.565' x 1.1 -TRU PONDEROSA PIN W D 23 E;4KWIKSETTITAN700SERIESDDBOL7 ALUM:G6024ASTRAGALWINDJAMBER11WR561 .052 WALL 25 GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 I.G. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC UP UTE FRAM SMC. THOW-TRU SMC with d stren F rmn. = 6.200 SCREW, UAJ w DIA 4.Ornm FDR ITEU Z8 STEEL 29 940 x 1. THREAD 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.D4 [Wl WIRE BRADS STEEL WOOD 34 35 3 B' COVE MOLDING BtANK i0 4565 x 1.17 -TRU, POt EROSA PINE 00 36 SI0811E SIDE SERE -TRU 154 x .67 PONDEROSA POLE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW. STEEL 38 LATCH LLL® 4565 x 1.1 - PaVLWM WOOD ALUM. 39 HIGH WATER DAM THRESHOLD SILICONE 40 SILICONE CAULK 41 NOT USED WOOD 42 MITE TO° k XTIOU 9q -TREE 1.5' x 5 ROtd1ERl1S1 STEEL 43 8 x 2 I.G. PFH WOOD SCREW EL 44 3 16 SEX BOLT STEEL 45 IVES 454 8' SURFACE BOLT TCM 46 P UlE FRAME U,- with .. td strength F min. = 4,674 si 47 8 X 1-3 4 PPH SCREW FOR IItM Z8 dr 46 STEEL CLASS48GLAZING, 1 INSULATED TEMPERED GLASS GLASS49GLAZING, 3 4 INSULATED TEMPERED GLASS 50 JCC B0TT09 RAIL (150' x M* TW W-TRU NVOD COi'05I1V WOOD COUPOSRE 51 3 16 TAPCON MICHORNG ELCO, 1.75 Iil lG. STEEL 52 S 16 iAPCON ANOIORP G ELCO, 25 1QM LG STEEL LEA mow g W Wco z N In n inJR1.156" m } 0 Ng tUA tT-w VItAW p jz DRILL TRU FOR to c g d m 4 Is PFH WOO DRILL TRU FOR - SCREW 2PLCS .357' DIA. ASTRAGAL a RETAINER BOLTS i- WINDJAMBER II WR68T STRIKE PLATE COMPRESSION WEATHER BY THERMA-TRU 1' RETAINER BOLT FOAM CELL CORE W/VINYL JACKET w oN N MANUFAC CURER ENAM If V 1,767" MASTER FILE # 24 WINOJAMBER II WR68T ASTRAGAL (ALUMINUM 02" WALL TYP.) BOr 1 ASTRAGAL RETAINER BOLT N MATERIAL, C/R ROD ZINC n do YELLOW CHROMATE 3" co T-79l 0!" G R H MP ION W TRI FOAM CELL CORE W VINYL JACKET NT5 er WLI eY RN w w S-2161 r 9 OF 0.5" CLASS _ BITE SEE NOTE 1 THIS S o e e o eo 0 e e 8 x 1 3/4" PPH 1/4' STEEL INTERCEPT SPACER 1/2• INSULATED TEMPEREDG4m SIDELITES ONLY) 0.5" GLASS _ SEE NOTE 1 BITE TIPPHJ8x13 5/4' STEEL INTERCEPT SPACER N Y Z iN in i/e" TEMPERED 15 :GLASS 1/4" AIR SPACE 1/8" TEMPERED GLASS 0625" THICK DOW 795 GLAZING COMPOUND Y Z N 1/8' TEMPERED GLASS 3/4" AIR SPACE 1/8' TEMPERED GLASS 0625" THICK DOW 795 GLAZING COMPOUND 9 0.5" GLASS BETE 0625" THICK DOW 795 SEE NOTE 1 GLAZING COMPOUND THIS SHT. 1/8" TEMPERED GLASS e co e o °a a 3/4" AIR SPACE o T 1/8" TEMPERED GLASS 18 x 1 3/4" PPH o N 1" INS ILATED TEMPERED GLASS 3/4" STEEL INTERCEPT SPACER Sr"7iNr DETAIL SHOWN W/ CLASSIQ CRAFT" SMC LITE FRAME REQUIRED FOR DOOR PANEL) 0625" THICK DOW 795 0.5" GLASS BITE GLAZING COMPOUND 1/8' TEMPERED CLASS O OO OQ AIR SPACE - oo O Q 1:/2' 0 0 0 1/8" TEMPERED z GLASS SEE NOTE 3 THIS SHT. n g 4"" IN T D TEMPERED Q;.& r & Na DETAIL SHOWN W 1/2" STEEL INTERCEPT SPACER CLASSIC CRAFT" INTEGRAL GLAZIN SIDELITES ONLY) SrI+AZIIiS' CIASSR&G M M. L 1. THE 27V' x 50.19" DOOR LITE IS SECURED WITH (16) J8 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 RAIL AT 2.125 FROM EACH END, SIDE STILES.. FROM THE TOP DOWN TOP DOWN AT 5.5". 16.5", 27.5" 38.375', 49.375" AND 60.375". 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. ASO FLUENTRAL MAj Akj E • pA cl z o co OLn0c ZO„^) Utlj Lo O O n WiE 4 813.6E4.3831 c 11/5/01 ur NTS e. er WLN x er RW unNc No S-2t61 r 7 a _`. 4. 03 y OCr LATCH SIDE STI1 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1,077'—{ 1.54' -----4 42 so I1F TOP & ROTT2M RAIL FINGER JOINTED PONDEROSA PINE 1.47" I .I • CC BOTTOM. RAIL OWOODCOMPOSITE 1.54" ----i 36 cinFl !TF PLANK SfDE—S Li FINGER JOINTED PONDEROSA PINE 1.47' rn rr TOP RAIi OWOODCOMPOSITE 39" RED OAK CAP w1,46'— rC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL' PONDEROSA RADIATA, PULAI; EWOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. I DIM. VARIES T in W/GLASS THK. o i N L K40 • 1.79* PT THREAD SCREW, UQOR OW 4.01— rrF .ur 28 I T DIM. VARIES N w/cLASs THK. L 04 a o o L Q 097' O 4 z 4 STFFL DOOR HINGE9 TAN o> 4.565' IN 1 o 00CD CL z T LLJ O C CD 0 2 35 38 WOOD FRAME Q n w00 a h 4.615' nT U 2.203' 4o W z tzM m a t9 ni RSwING BUMP a a Al UMINUM/WOOD THRESHOLD o5o' WALL TYP. TmlilO HIGH DAM THRESHOLD 39 fi.6-Alc. 813.684.3531 NTS 9r: R4 MO.: S-2161 i 8. ov i 0 RIPTI ri I FIBERGLASS 1 Ill3CCWO == M MOLE 0RlTlff-M-'1-4'-6U 4 X RK MI -TRU OR ESI i W 1.16' x 1.4 5 6 NOT USED POLYURETHANE FOAM BASF, 1.9 1bs. OENSI FOAM 7 SHORT REACH COMPRESSION WEATFTl7S7RIP THERAW-TRU FOAM 8 LONG REACH COMPRESSION WEATHDSTRFP THERMA-TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL STEEL 10 10 x 3 4 LG. PFH WOOD SCREW Fin a to Frome 11-1-lox 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED 08 x 2 1 2' LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERUAL 16 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESH OID THERMA-TRU ALUM. WOOD 20 HEADER 4.565 r 1.T ERMA-TRU POMIEROSA PINE WOOD 21 22 NOT USED HINGE JAMB 4.565' x 1.17' -TRU PONDEROSA ONE WO D 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER II WR--1 I.052 WALL 41UM.G6 D565-76 P5 GLAZING, 1 2 INSULATED TEMPERED CL 455 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 PLASAC L!P LITE FRAM SMC, TNOW-TRU . SMC with Id siren h F mn.: 6.20D 4.Omm FOR ffEL. 28 STEEL 29 K40 x 1. SCREW. AKM OK 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 D14. MRE BRADS STEEL WOOD 34 35 3 8 COVE MOLDING BLANK .098 4.565 x 1.1 -Tint. ROSA PINE WOOD 36 WEUTE SLOE SIRE W W-TRU 154 x .67 PONDEROSA PfNE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEE LSTEE 38 LATCH W6 4.565 x 1.1 -TRU. ALUM. 39 HIGH WATER DAM THRESHOLD SILICONE40SILICONEONE -CAULK 41 INOT USED S POILER05A WOOD421MUITETOPtBOfTWRACTii11. I-W x STEEL431 #8 x 2 LG. PFH WOOD SCREW 44 3 16 SEX BOLT STEEL 45 IVES 454 8' SURFACE BOLT STEEL 46 PLASnC M, - U TCM with yi2Id strength F min. = 4,674 si 47 1 8 X 1-3 4 PPH SCREW FOR ITEM 28 & 46STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 Icc BOTTOM W (1.50' x .883' IW W-TRU WOOD C01 P0SW KW COUPOSUE 51 16 UPCON Al1CF1OR/dC ElCO, 1.75 WK LG. STEEL 52 3 I6 iAPLON ANCFKIW.G ElCO, 2S 14/L lG. STEEL ASTRAGAL R AINER BOLT MATERIAL' C/R ROD ZINC "? YELLOW CHROMATE 3" IuN N DRILL TRU FOR / A J8 PFH WOOD ------VDRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR66T STRIKE PLATE 1 " RETAINER BOLT 592" 0 _ N - N LONG RFACH COMPRE«ION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 1.158' N 01 F"- O COMPRESSION WE 4THERETRMP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET A 10 jr JLAul) CENTRAL0ry N N MANUFACTURER NAME: 1,767" MASTER FILE 24 WINDJAMBER ff WR68T ASTRAGAL (ALUMINUM 052" WALL TYPJ N o co O co ao= CC ZO W _ rro: 0 co 3 W EL NTS er WL, er: RW 5-2161 9 a