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322 Lusitano Way - BR04-002248 - SFRCONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNEt,, ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE r SUBDIVISION PERMIT # DATE r ` /U PERMIT DESCRIPTION i .n PERMIT VALUATION r l rJ SQUARE FOOTAGE c tY J 21 "w - FL City of Sanford Certificate of Occupancy This is to certify that the building located at 322 Lusitano Way for which permit number 04-2248 has heretofore been issued on June 29, 2005 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: R Addison 06/28/05 Engineering: G Hyatt 06/27/05 Public Works: J Crumpton 06/27/05 Utilities: R Blake 06/27/05 Fire Department: Zoning: D R Horton Property Owner Conditions (if blank, no conditions apply) V , , 06/29/05 Building Official Date New Single Family Residence**** DATE: PERMIT #: CONTRACTOR: 06/24/05 04-2248 322 Lusitano Way D R Dorton PHONE #: George 407-402-2013 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.1 ngineering Fire A Public Works OZoning Yltilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 06/24/05 04-2248 322 Lusitano Way George 407-402-2013 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 ublic Works o Zoning _ Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 I CERTIFICATE OF OCCUPANCY; 1 I I I REQUEST FOR FINAL INSPECTI 4-=N I I I I I I I I I I I 1 1 1 New Single Family Residence**** DATE: 06/24/05 PERMIT #: 04-2248 I q,, ADDRESS: 322 Lusitano Way C 0 CONTRACTOR: D R Dorton u n0. PHONE #: George 407-402-2013 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 Publ' Works Zoning tiliti Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD 1,1. 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 251295 18.20.3.1.-0000-0880 322 LUSITANO WAY 6/27/05 09:28:42 Free -form information SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2248 PD 12-14-04 SEE REC#7357 3/4"WA METER SET FEE $190.00 PD 12-16-04 REC#7357 F2Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200E ELEVATION CERTIFICATE the instructions on Daaes 1-7. SECTION A - PROPERTY OWNER INFORMATION For Inaxarm Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number322LUSITANOWAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 88, BAKERS CROSSING, PHASE 2 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): 40 - ##' - ##.W or ##.##### NAD 1927 NAD 1983 USGS Clued Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMA11ON Bi. NFIP COMMUNITY NAME & (X) AMt1NrtY NtIAARFra 1 R9 mi innY NAKAP I e11 crerr CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTiVUREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 12117CO045 E 4/17/95 4117/95 A 24.6 biv. maicaie the source of the base HOW elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined 1311. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 B12. Is the Resources Other (Describe): NEAL HILER ENGINEERING, INC. NAVD 1988 Other (Describe): SEC11ON C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construe ion Drawings` Building Under Construction" 0 Finished Ccnstnlction A new Elevation Certificate will be required when construction of the building iscomplete. C2. Building Diagram Number I (Select the building diagram most similartothe building forwhich this certificate is being completed see pages 6 and 7. If nodiagram accurately represents the building, provide asketch or photograph.) C3. Elevations —Zones At-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a-i belowaccosting tothebuilding diagram specified in hem C2. State the datum used. If the datum isdifferentfrom the datum used forthe BFE in Section B, convert thedatum tothat usedforthe BFE. Show field measurements and datum conversion calculation. Use thespaceprovided or theComments areaof Section Dor Section G, as appropriate, to document the datum conversion. Datum N VD'29 Convers&]Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes 9 No a) Topof bottom floor (including basement or enclosure) 29. 5 ft.(m) b) Topof next higherfloor 440. 2fL(m) c) Bottom of lowest horizontal structural member (V zones only) NIA . 8.(m) O d) Attached garage (top of slab) 29. 0 fL(m) 0 e) Lowest elevation of machinery ardor equipment LD servicing the building (Describe in aComments area) 28.9 ft.(m)R, f) Lowest adjacent (finished) grade (LAG) 228. 8 ft.(m) Z . g) Highest acgacent (finished) grade (HAG) 28. 9 ft.(m) Cn h) No, ofpermanent openings (flood vents) within 1 ft. above a4acent grade 0 i) Total area of all permanent openings (flood vents) in C3.h 2 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001 CERTIFIER'S NAME: JAMES JAY ALES LICENSE NUMBER' TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE 4g DATE TELEPHONE W8105 (407) 426.7979 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 (Inducing Apt., Unit, Suit, ardor Bkig. No.) OR P.O. ROUTE AND BOX NO. PokyNumber 322 LUSITANO WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32T73 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zane AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similarto the building forwhich 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 _ IL(m) _in.(cm) [] above or below (check one) the highest adacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 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 topof the platform of machinery ardor equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest a4acent grade. (Use natural grade, if available). E5. ForZone AO only: If noflood depth number isavailable, isthe top ofthe bottom floor elevated in accordance with the community's floodplain management ordinance? Yes The local otfiaal Section G. CERTIFICATION The property owner orowner's authorized representative who competes Sections A, B, C (Items C3.h and C31 only), and E forZone A (without a FEMA-issuedor community - issued BFE) or Zone AO must sign here. The statements in Sections A, A Q and Eare correct to tine best ofmy krm4edge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here I attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is akcfhorized by law or ordinance to administer the community's floodplairi management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G 1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state or local law to certify elevation information. (Indicate the source and date ofthe elevation data in the Comments area below.) G2. A community official completed Section Efor a building located in Zone A (without a FEMA-issued orcommunity -issued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER 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 4 • PLAT OF ' SURVEY DESCRIPTION: (AS FURNISHED) LOT 88, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" = 30' GRAPHIC SCALE 0 15 30 O a=-20*11'58" R=75.00' L=26.44' C8=S10'05'59"W C=26.30' LOT 89 V- 732.3------- O 12.5' ENVIRONMENTAL CONTROL EASEMENT ® UP m W 45.0 TWO STORY F- Q W Ap DO CONCRETE BLOCK R WOOD FRAME U W O 00 x•' y..;;.;^ O RESIDENCE FINISH FLOOR C. G7 0 F O o p{.. o'da +': ELEVATIONa29.47' b } 1 O nj J Nyd`; COVER 5.0' ENTRY O 29.4' 26.0' w Z n in n 1 ODID1/2- IRON ojti 110.00' N89'35'18"W FOR THE BENEFIT AND EXCLUSIVE USE OF: D.H.I. TITLE OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE CO. OF NEW YORK DHI MORTGAGE COMPANY, INC. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 06-24-05 UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4-17-95 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINO E COUNTY fHE SOUTHERLY LINE OF LOT 88 AS 1EING 589'3518"E PER PLAT. FIELD DATE:) 04-07-05 SCALE: 1" m 30 FEET APPROVED BY: SJ JOB NO. ASM43020 DRAWN BY: 24-OS VH 04-15-05 VHrFORMBOARDPLAN4-14-05 OD PANEL LC 4/23/04 DLC LOT 87 NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LEGEND ON CENTERUNE OF RIGHT OF WAY pT to- c t/ I PT BUILDING SETBACK LINE SET 1 2 IRON ROD AND CAP CENTERUNE LB #6393 (06-24-05) RIGHT OF WAY LINE Q FND NAIL AND DISC1 EXISTING ELEVATION LB #071 (06-24-05) I`06 ROD CAP r` t• •1 CONCRETE LBO#5393 05) CNA CORNER NOT ACCESSIBLELBLICENSEDBUSINESSADENOTESDELTAANGLE LS LICENSED SURVEYOR L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR AND MAPPER C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PLAT PRC DENOTES POINT OF REVERSE CURVATUREQPERMEASUREDPTDENOTESPOINTOFTANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A C AIR CONDITIONER S/W SIDEWALK CBW CONCRETE BLOCK WALL Ch CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB OHU OVERHEAD UTILITY LINECCHORDLENGTHIDIDENTIFICATION PK PARKER KALON POL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE POB POINT ON BOUNDARY 32789 (407) 425-7979 SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 81G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR THE FIRM 3 t> CITY OF SANFORD PERMIT APPLICATION Permit# :_ng ` 2- 7-49 L 1 1 , / Date: 5 _ S —O,S- Job Address: 3 2-2- .! S 1 4 -to o 1AV eR t/ Le k 2 fl Description of Work: ®t'' C ur 14 All Historic District: Zoning: Value of Work: S 3 CIO Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/, New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential _V Commercial _ _ Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: Owners Name & Address: or l am J Attach Proof of Ownership & Phone: y 5 06'W- Contractor Name & Address: A fV L K ri /rw r t L an %0 O 1 %4 .OW- Joe r" at -or /7y 7y tJ 6 r! a n d a FL 3 2 a Z z State License Number: E Fpae a g I W Phone & Fax: _' 1! 2dZ-1149 Contact Person: Lar-1ry r cCoyPhone: 407- 28 2 - 2591 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 the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS. etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the req Signature of Owner/Agent Date Print Owner/ Agent's Name of Florida Lien Law, FFSS 713. 12 i G s / 1-/C) T o ' ontractor/ Agent rl Date N Signature of Notary -State of Florida Date Signature of Notary -State o Florida Date 1M ... xco > t 1 r Owner/Agent is _Personally Known to A{e wi «i''6[tctorl4gent is _Personally Known to Me or Produced ID tnrou9n Pitiutxd ID L APPLICATION APPROVED BY: Bldg: ( Zoningi Utilities: FD: initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: r POWER OF ATTORNEY Date: S - 2 S" -0 S* I hereby name and appoint k a r t AI t o 5 of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the v 5 Building Department for a LOW VOLTAGE permit For work performed at a location described as: e Section Subdivision: Township Range Lot 7 -JS Block Address of Property) o© r for/ Owner of Property) and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor Signature of ertified Contractor The foregoing instrument was acknowledge before ire thisday of As Commission # to _ known to r. wko producedand who did not take oath. U cad My Commission Expires: Notary l9 6 Fermif Type: Building lechncal Mechanical Plumbing Fire Sprinklen'Alarin Pool Eiectriczl: New Service -- # tit. Afa1PS Addition/Alteration Change of Ser vice Temporary Pole Mechanical. Residential N 'r-Residential Replacement New (Duct Layout cC Energy Calc Required) Mumbing/ r4es7 Cornme c"O #' of .rixtures # of Water & Sewer Lines # ofGas Lines Plumbing/New -Residential: # of W, titer Closets Plumbing F.epair _ 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 A) 4F?Lr E,a"!'mw.`.._x;,. :_.,...... ._ .. ,.__.. ._. .e.. »1.'x_ u..a,:. w..+•,H*-.,v. vim„-,.., , +axew`mud+,r,Myu.mMtaw ae0.+w,nw 1+v'. Parcel #: Owners Name & Addren; Attach Proof of Ownership uIt Legal Description) t' -- Phone Contractor Name ih Addoo C 1 AVh'' AT 1 '- 7-- /}t r Mute Laee T Jl.zjt iE1..;7.t0 R V a,7f ) ter', t'b041,MA "?`#rT— Phone . Fax: Contact Person, bonding Company: Address' Mortgage Lender. Address: Architect/Engineer Phone: Address. Fa Application is hereby made to obtain a perinil to do the work and installations as indicated. I certik that no xxoik or mstallauun has commenced prior to theissuanceofapermitandthatallwoirciltheperformedtomeetstandardsofalllawsregulatingconsirocnoninthis,iuim irtion i understand that a separate pen -nit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNA(ES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that P uffhe foregoing infonrration is accurate and that all xroik will h)doi in coin lance wilh all applicable laxvs regulatingconstruclionandzoningWARNiNGTOOWNER: YOUR FAILURE TO RECORD A NOTICE OF( OCEM' TMAY SULT IN YOUR PAYINt TWICE FOR IMPROVEMENTS 1 O l OURPROPERTY IF YOU INTEND TO OBTAIN FINANCINS'U WITH R LENDER OR AN ATTORNEYBEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / iNOTICEInadditiontotherequirementsofthispermit, there may he additional restncU s apphcah t its p- perry at ma a found m the public rec its of thiscounty, and there may to additional f rmits required from other govemmentaI en ies such as r ma gem i district ,state agencies, or Ceder agencies. Acceptance ot'pernnt is \enfication thai i %vill notify the owner of the property o ` he requir is of o Lien I_a\\ F -113. Signature i f Chvner;;ggenl Date Sig Of Contr'acloi/Agent e I3 1 G. llfr .Ltd XUs t Prat fhe er.'Agent's Name Prrn ontractor Signatureaf Notan=dale 14 +or'ida Date O\\ ner,Agenr is Per oitul _. Itimiwn ro k'ie or Produced I D APPLICATION APPPO\ LD BY 51d Zc;ning: Initial & Date) Special l .ndillons Situ it of 1Jorai}-Slate Confractan, A,,rnt r Personally Knrnvn to hoe or Produced 11, Umnal A Date) Uuliucti FD. tliutral D31e1 (Initial & Date) ml INDA C. TURNER tY Co Np I1SSK}N # DD 212893 EXPIRE. S', June 14, 2001 aoudad Tht;; Notary Puox Untlar'010r6 Ra aa aa aa nraMa aa aar a aaai aw THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 AM MRSF4 CLERK OF CIRCUIT M RRT SEMINME COW" BK 05546 PS 8770 CLERK'S # 2e*4 3 91'9'94 RECWJU 1E114 0% 11tR7t54 AN RE!"ARDINB FEES 14L IS RECWM BY D Thuas 322 Lusrf.ano y./ay NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproperty: Lot 88 Bakers Crossing Phase 2, Plat Book 62, Page(s) 97-99 Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Fax #: 4 t+, Persons within the State ofFlorida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(i)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 by: o rton, Assistant Secretary Corporate Sea[) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of . , 2004 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., aDmare Corpora ion, n e a o the corporation. He/ She is personally known to me. Notary Public, State and County Aforesaid Notary Pub11c -Sicille jd2 ,22006 coildoanCommission # DD 134330 3l t Assn. Bonded BY Notary Seal 0 STATEMENT NUMBER 104-76176 DATE 1 w DUILDING PERMIT NUMBER: ' ~_'~(CITY) COUNTY NUMBER: UNIT ADDRESS: _l_\+/x _________________________________ - TRA/l IC ZONE: JURISDICTION: 06 CITY-[XF-SANF[.- -- SEC: _ TWP RNG: PARCEL: ____________ SUBDIVISION: { TRACT: PLAT BOOK: PLAT BOOK PAGE: ____ BLOCK: ____ OWNER NAME: °c J----`------ ADDRESS: .--'-p_['--- APPLICANT NAME: .... .... _.... ___........................... ...... _... .... .... _.... .... .... .... ... .............. ....... ... .... ... ------_... .... .... ADDRESS: ... .... ............ __........ .... ____........... ___---... .... --.... .... .... _............ ... .... .... .... _-.... .... ... ........................ LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 7O5.00 1 $ 7O5'0O ROADS . . COLLECTORS NORTH O dwl unit $ 142.0O 1 $ 142'00 LIBRARY I= CO -WIDE O CO -WIDE O STATEMENT T RECEIVED BYx .___.... .... __... .... .... ... ... ... PLEASE PRINT NAME) dwl unit $ 54.O0 1 $ 54.OV dwl unit $1,384.00 1 $ 1,384'OO AM UNT E $ 2,285'OO NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT' PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUMTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 11O1 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. AYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3OO NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOUD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** 4p ?/ 4 - 7 0 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200f ELEVATION CERTIFICATE Read the instructions on Daaes 1- 7. SECTION A - PROPERTY OWNER INFORMATION I ForInsurarim Company Use: D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 322 LUSTIANO WAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 88, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, eta Use a Comments area, If necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N - ##.W or ##.###W) NAD 1927 NAD 1983 USGS Quad Map Other. 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 I B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zane AO, usedepth offlooding) 12117CO045 E 4/17195 4/17/95 A 24.6 B10. Indicate the sourceofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. El FIS Profile FIRM Community Determined 0 Other (Describe): NEAL HILERENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrie Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes Z No Designation We SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings" Building Under CmsWdion* Finished Construction A new Elevation Certificate will be required when constnrction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being oompleted - seepages 6and 7. If nodiagram 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, ARIAE, AR/A1-A30, AR/AH, ARIAO Complete Iterns C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 ConversioniComments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes Z No u a) Top of bottom floor (including basement or enclosure) 29. 0ft.(m) Mob) Top of next higher floc NIA. ft.(m) u c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) 4d) Attached garage (top ofslab) N/A. ft.(m) E u e) Lowest elevation of machinery and/orequipment w m servicing the building (Describe in a Comments area) N/A. ft.(m) u f) Lowest adjacent (finished) grade (LAG)" N/A. ft.(m) Z' u g) Highest adjacent (finished) grade (HAG) N/A. _ft.(m) u h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0, u i) Told area of all permanent openings (flood vents) in C3 h 0 sq in (sQcm) 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, 6, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: JAMES JAY ALES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 7/ 30/04 (407) 426-7979 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, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 322 LUSTIANO WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO and ZoneA (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intendedfor use as supporting information fora 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 thebuilding is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 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 topof the platform of machinery andf requipment servicing the building is _ ft.(m) _in.(cm) aboveor 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 theoommunity's floodplain management ordinance? El 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 orowner's authorized representativewho completes Sections A, B, C (Items C3.h and C3.i only), andEfor Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statementsin Sections A, 8, C, andEare correct to the best ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) e local official who is authorized by law or ozdinanoe to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the apfplicable items) dndsign below. G1. The information in Section C aimstaken from otherdocumentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation inlIrmathon. (Indicate the sourceand date of the elevation data in the Comments area below.) G2. A Community official completed Sep n E fora building located in Zone A (without a FEMA-issued or oommunity-issued BFE) or Zone AO. G3. The following infcxmhation I( items G4-G9) is provided for community floodplain management purposes. G7. This pen nit 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 CITY OF SANFORD PERMIT APPLICATION Permit #: ()--I-- -L-L -I F Date: Job Address: -3 Z Z- L—'_ t'3 C!!!) ( Z 1,9? 1, wJ Description of Work: Historic District: Zoning: Value of Work: S (0do D• J __ Permit Type: Building Electrical Mechanical Plumbing K Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)'') Plumbing/ New Commercial: # of Fixtures 3 # of Water & Sewer Lines # of Gas Lines / Z 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 #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Nart)q(I PIUMBING, INC. P,O. BOX 620027 State License Number: 427 Phone & Fax:--1Q7 3f16-QQ4 DII - Contact Person: r ` r 'op Bonding Company: _ d r'!- - 7 MBIN 0027 Address: O FLORIDA 32762_-0027 Mortgage Lender: 40 -4_ Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable law:; • F, '::nt( construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUit a Pu . TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements Flot a Lie 71 AAFS.' Signature of Owner/Agent Date Signature of Contracctto 'm bate Print Owner/Agent's Name Print Contracior/Agent'Name J Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL Owner/Agent is — Personally Known to Me or Contractor.Agent is Iersonally KntitQtasy hIl lic, State of Florida Produced ID _ -- Produced ID ---_._.....------ exp. Feb. 1, 2008 Comm. No. DD 258139 APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: Initial & Date) FD: Initial & Date) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200E ELEVATION CERTIFICATE the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION I ForIrm ance Company Use: BUILDING OWNER'S NAME I Policv Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 322 LUSTIANO WAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 88, BAKERS CROSSING, PHASE 2 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 ##.W#W) NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION CITY OF SANFORD 120294 1 SEMINOLE I FLORIDA B4. MAP AND PANEL B7. FIRMPANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, usedepth of flooding) 12117CO045 E 4/17195 4/17/95 A 24.5 B10. Indicate the source ofthe Base Flood Elevation (BFE) data orbase flood depth entered in B9, AS Profile FIRM Community Determined Z Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 F_] 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: Z Construction Drawings* Building Under Construction* Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7, If no diagram accurately represents thebuilding, provide asketch orphotograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, ARIAH, ARIAO Complete Items C3: aA below according to the building diagram specified in Item C2. State the datum used. Ifthe 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 NGVD'29 Converslon/Comnnenls NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes Z No a) Top of bottom floor (including basement or enclosure) 29. 0 ft.(m) b) Top of next higher floor NIA. ft.(m) u c) Bottom of lowest horizontal structural member (V zones only) WA, ft.(m) u d) Attached garage (top of slab) NIA. A(m) u e) Lowest elevation of machinery ardor equipment servicing the building (Describe in a Comments area) WA. ft.(m) u f) Lowest adjacent (finished) grade (LAG) N/A. A(m) u g) Highest adjacent (finished) grade (HAG) NIA. ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) o wm T M6 z05C SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available, 1 understand that any false statement may be unishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: JAMES JAY JILES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE /j DATE 7I30I04 (407) 426-7979 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, ancilor Bldg. No.) OR P.O. ROUTE AND BOX NO. PokyNumber322LUSTIANOWAY CITY STATE ZIP CODE Company NAIC NumberSANFORDFL32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy Moth sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL 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. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If no diagram accuratelyrepresentsthebuilding, provide a sketch orphotograph.) E2. The lop of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cri) above or below (check one) the highest adjacent grade. (Usenaturalgrade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) ofthe building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The topof the platform of machinery andlor equipment servicing the building is _ ft.(m) _in.(cm) above or 0 below (d eck one) the highest a4acent grade. (Use natural grade, if available). E5. For Zone AO only: If noflood depth number is available, is the top of the bottom floor elevated in acoordanoe with the community's floodplain management ordinance? El Yes No 0 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowners 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 Secfions A, B, C, and E are cared to the best ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this ElevationCertificate, Complete the applicable items) and sign below. Gi. 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 stateorlocaltawtocertifyelevationinksrnation, (Indicatethe source and date of the elevation data in the Comments area below.) G2. A community official eompteted'Section E for a twilling located in Zone A (without a FEMA-issued or community -issued BFE) or Zone A0, G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ofthe 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 El Check here ifattac iments FEMA Form 81-31, January 2003 Replaces all previous editions PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 88, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" = 30' GRAPHIC SCALE 0 15 30 IiI LOT 89 i 110.01' S89'35'18"E 12'5' ENVIRONMENTALCONTROL EASEMENTQ'm w---- Qa; r-iL PT30POBSEO z w o b FINISH FLOOR O zGoELEVATION-29.0 W ,O'VQO Oto O 0.9zOzv+- T s N89'35'18"WJ 110.00' LOT 87 PREPARED FOR: DR HORTON O A=20'11'58" R=75.00' BUILDING SETBACKS FRONT: 25' L=26.44' REAR: 20' CB=S10'05'59"WSIDE: 5' SIDE STREET: 15' C=26.30' MLW: 50' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY NO 120294 0045 E DATED 4-17-95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 86 A5 BEING S89'35'18"E PER PLAT, FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM43020 REVISE FLOOD PANEL 8/02/04 DLC DRAWN BY: PLOT PLAN 4/23/04 16 LOT 88 CONTAINS 5.500 SOUARE FEET t THIS STRUCTURE CONTAINS 1170 SQUARE FEET t TOTAL CONCRETE 613 SO. FT. t TOTAL SOD 3717 SO. FT. t PT J 9A O'00'00" J R-50.00' L.78.54' CB+545'00'00"W C®70.71' J 1 25.00'- Q Op Qr o I I - 6 O N W H O 8l 0 ofn ~ V1 tiny I I I V) SI- J I IPT LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL PCCA_39' PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW ORPO CONCRETE L LB LAND SURVEYING BUSINESS C.8. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT pi PCP PERMANENT CONTROL POINT PRCP) PER PLAT PT M) MEASURED TYP CALL) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP S/W SIDEWALK R CP CONCRETE PAD C5 PB PLAT BOOK CPGSPAGESR/W SO. FT. SOUARE FEET 32789 (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANCENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT .THE 111LE:DR USE OF THE LAND 2. NO UNDFRGR(YJND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS S;4044. . 3. NOT VALID WTHOUT THE SIC ATU!2E AND THE ORIGINAL RAI$ED SEAT OF A FLORIDA LICENSED SURVEYOR AND MAPPEA. FOR THE FIRM AMES JAY JILES PSM #4997 DATE PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 88, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS Olt SEMINOLE COUNTY, FLORIDA 1" = 30' I GRAPHIC SCALE 0 15 30 LOT 89 f 1 110.01' Ico S89'35'18"Evl N0) O 12.5' ENVIRONMENTAL CONTROL EASEMENT C0 w J?•3' Z ----- ---- D's W a r 0(] c 45.0' PROPOSED I?i b b 1733-8 7 FINISHQLJpf -- ai I FLOOR ELEVAl; 10N-29.0 O cV O 0'Y to 0 I 0'S 0'9Z i eJ N89'35'18"W 110.00' LOT 87 PREPARED FOR: DR HORTON O 6=20"11'58" R=75.00' BUILDING SETBACKS FRONT: 25' L=26.44' REAR: 25' CB=S10"05'59"WSIDE: SIDE STREET: 15' C=26.30' MLW: 50' ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES Y. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FOR CONSTRUCTION. BUILDING SET BACK LINES SHOWN HEREON IS PER DATA NISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES Y. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY NO 120289 0135 E DATED 4-17-95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VEI IFI ATI ON. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 88 AS BEING S89'35'18"E PER PLAT. FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM43020 DRAWN BY: PLOT PLAN. 4/23/04 DLC LOT 88 CONTAINS 5,500 SQUARE FEET t THIS STRUCTURE CONTAINS 1170 SQUARE FEET t TOTAL CONCRETE 613 SQ. FT. t TOTAL SOD 3717 SO. FT, t 0 i. io 0 PT M0090'00" R-50.00' i L-78.54' CB-S4500'00'W C-70.71' I PT CIivi OF Vj' 13SAAi `6 a LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL PCCX ,Kx PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW ORPD CONCRETE L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PCPRMPERMANENTREFERENCEMONUMENTpiPCPPERMANENTCONTROLPOINTPRCP) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RPS/W SIDEWALK R CP CONCRETE PAD CSPBPLATBOOKCPGSPAGESR/WSO. FT. SOUARE FEET 32789 (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 FOR V! THE CITy OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 0 1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Foundation plan Indicating footer sixes for all boating walls. Provide side view details of these footers with reinforcement bar replacement. o b. Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoko detector, locatlon(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance ofHandicapped Code (F.S. 553, Part S) q C. Elevations of all exterior walls, east, wort, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. o d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components ofwall section. o e. Framing plan for floorJoists whore conventionally framed. Plan toIndicatespan, size and species of materials to be used. o f. Engineered truss plan with details of bracing. Engineered beams for splicing openings to carry and support trusses. u g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. o h. Square footage table showing footagos: ' Garages/Carports —S.F. Porch(s)/Entry(s) S.F. a Patio(s) S.F• Conditioned structure S.F. Total (Gross Area) S•F. a 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. o S. Other submittal Documents: o a. Utility letter or approval when public water supply and/or sewer system connection to be made. o b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERMUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the Application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic bottihs - columns- calls 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing ill Tenant Separation / firewall 12, Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE"' , 03Y Owner oAAutho Agent) Pr rr,%6 4C. ON' TF110 L. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install ; Contract Number PUCHASER Name,, Address_(= AQL_ q'c ` pz City/State/Zlp_2 Ak=, E1 aa-12 Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS 0PI-Iiy Quarterly Payment Amount .,, First payment due on the Install Anniversary Date) Any payment deemed.30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email NOTIFICATION STICKER LOCATED: tt s"T-'?. . DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will• warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceedS1,000,000. Apex may chemically treat the affected area of the property at n'oadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORT{ CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSMALLGOvE_,N E RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date ustomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and ' all applicable recommendations contained in literature provided by DowElancot1, install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3, during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, Inform the Customer oft as any new or increased termite activity noted at the Stationsb. any addition or, removal of Recruit* of Recruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month ob1$ ation. Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of thisgTheSentriconagreementfor flWer quarter (3mo period) payable on or before the end of the previous monitoringthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the areas) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standin water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees toeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into$ o toApexofand or the area(s) baited. At no time will damage caused to anInsectinfestation, be the responsibility of Apex In areas where any ofthe conditions des of the Structure( In teven hiin sPara$ ra h e destroyingof ApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisgpexist. Failure DISCLAIMER. COMPANY DISCLAIMS ALL OTHER WARRANTIES, paragraph. INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLWHE;t'HER EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESS FORAPARTICULARPURPOSE, OR W AIMS ANY IIMOLLED W FURTHER, COMPANY HASMADENOWARRANTYOFWOAItRAINTES. OF SERVICE PROVIDED HERE AFFIRMATION OF FACT OR PROMISE RELATING T UM DUCT OR, Customer expressly wolvesandreleasesanyclaimsclaiATmsnanylawsuit, ORAMOUNS CREATEDTEDnegligence, torts, personal injury, death, violation of any statute rule AMovNTED TO AN EXpRI, SS u'A'AI`1TY. compensatory, Incidental, consequential, exemplary, nor other legal proceeding against Apex for P t'y, punitive, liquidated) treble, or special d damages if any kinddiminutionOf , andIn economic, event shall Apex be liable foranyamountgreaterthatamountgoldbytheCustomertoApexfortheserviceetobeperformed. SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (1)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco. or, Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition, 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a. Apex willt (I)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationshlp(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)f the Customer and Apex (Parties) agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, andi,($)retrieve, or advise DoiyElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship, ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering -of baiting equipment or suppfles occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may void thisAgreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any partoftheCustomer's property, plants, or animals, Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTIDEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all coats and attorneys fees Incurred byApex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brovard County, Florida. If any part of this Agreement IsheldtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain in full force andeffect. CHANGE IN LAW. In the event of a change In applicable law as it pertains to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex 13 prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures rotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' tht' provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, gts a, Thtproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indivldunl'basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitratlon proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thlrtysix) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that it Is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing tTheApexCorporateOffice. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentiflePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the Inspection was rcquestebytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date. After thInitial12 (twelve) month perlod, Customer may transfer or assign this Agreement with a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. 1. Trademark of DowElanco Brevard Area Orlando Area508SPlumoseSt. 7006 Stapolnt Ct. #G Tampa/Sarasota Area Merritt Island, FL 32952 Wlnterpark, FL 32792 $314 Faulkenburg Rd N407-459.2847 407.858.0540 Tampa, FL 33510 00-929.2847 $88.764.2847 813.221.2847 877-459.2847 CITY OF SANFORD P.O. Box 2847 SANFORb, FL 32772 PHONE 14 (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (DULL NAIvfE) M xtvl SERVICE ADDRESS M.A1 LI N6 ADDRESS TURN ON DATE FAX It (407) 328-7367 MULTI -FAMILY RESIDENCEC)W,rf er- 1 COMMERCIAL V GV 1 1 WORK4 SOCIAL SECURITY# HOME# OWNER OF PROPERTY .. %r r-,,. --,r,,. I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. HEN TRANSF DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL CUSTOMERt# LOCATION# LAST BILE READ THIS READ CSR DA*rE name and a Limited Power Of Attorney Coul Coulton, and Michael Robinson each agents of D.R. Horton Inc. To be my lawful attorney in fact to act for me and apply to The Building Department of - The City of Sanford For a residential permit for work to be performed at: Lot # :VV o 0 .cam. Subdivision: Bakers Address: " And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Al/ Signature of Contractor This foregoing instrument was acknowledged before me this of , 2004 By: Richard B. Ladd ( Contractor) who is personally known to me and did not s w identification. State of County PATRICIA COULTON NOTARY PUBLIC STATE Of FLORIDA COMMISSION NO, D0134330 MY COMMISSION EXP, JULY 2b Notary Seal 4f El D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST a LOT i' j )..)SUBDIVISION: BAKERS CROSSING ADDRESS BUILDING APPLICATION P WER OF ATTORNEY 2 SETS OF SEALED PLANS Z PLOT PLANS ZSETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT TTACHED TO THE PLANS SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS ZLTILITY FORM NOTICE OF COMMENCEMENT APPE? C CONTRACT Sri Ue uJf J CITY OF SANFORD PERMIT APPLICATION Permit #: Job Address: i r - .. f Date: Description of Work: i5FR _j Historic District, Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # ofAMPS Addition/Alteration Change of Service Temporii y 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/Now Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type; Residential _ _ " Commercial Industrial Total Square Footage;_,` vY Construction Type;-lam1„ # of Stories: # of Dwelling Units:, Flood Zone: (FEMA form required for other than x) Parcel #: Owners Name & Add Attach Proof of Ownership & Legal Description) et2 NIK, M_1K I 1 09.7 kuL k RA 2 L Phone: 4( Contractor Name & Address: State Li n be Phone &Fax: \ "' A a oca rra a Bonding Company: t ` Address: Mortgage Lender: Address: kv' Architect/Engineer:Nit 4 Address Applicatiop is hereby made to obtain a permit to do the ' Ad install lss indji 'at& , tier at no workissuanceofapermitandthatallworkwillbeperformedstantlhsttuctionin-ti permit must be secured for ELECTRICAL WORK, PL SIGN , , POOLS, FURNACES, BOILAIRCONDITIONERS, etc, Rallation has commanoed prior to the isdiotion. I understand that a separate HEATERS; TANKS, and O E '$ AEEIDAYiT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements ofthis permit, them nay be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there pay "dditional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perT#J orifi on t#t I will notify the owner of the property of the Date Date STATE OF FLORIDA 0elid1K1t1D]Y8dMe or Florida Lien Law,QFS 713, ofContr2ctor/Agv0 -- ,__ Date NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 Produced iD to Me or APPLICATION APPROVED BY: Bidgl (a -t-oq Zoning: Utilities: FD: initial & Date) (initial & Date) (Initial & Date) Qnitial & Date) Special Conditions: 5-06-203 7 t OJAM FF kUM bra.. r .. • r iY•Y91`,t ty'rr.Y,ltl't•1''N''r'Mt«71dY ra"d`''rtt'"•'S' " .• r 0 PErmit y J94 Addrtd{:.,..., ppetiptloa of Work; H13Nr11 pldtylitl ,.... 19G, ....• •.. Yirc SD4nQrNJ.l.rm r____... Slautrlwl ,, 90 •MmsOMtnittl . — Plvmbtnp ,,, TcmporWy PolcoofScrvicc .. r p1( I TY PrI qy% r-•—r, ,ddl)(on(+i(+!Ion Ch r!Y & Emily G11c. Rcgvitvd) pyt; ( 4 YI ta pr jrlP3 '• Niw jDuallXYol:lFlflIrNi jo,nrti .tl— A,vlr`citnl'.. fr441;l'ai1 gstldaptlq ,,r.... 1 cf Wtt $twtr Lints_ tr of 0'+s Lincs FlurnblAv Ntw Cotnms0ill; OL.ixl4iol... Sf` Pluwblag Rtpair— Rt{dcnlirl or Commcrci+l PlVITIMA' JNtw 431dtp11311 Y ot'Witt! T9t9154uilrt Irl _ ' orNntroltl ......_; (adud itl Ouvp3nry Ty>I Resldtrgl Flood Zoo<: (F'CMA form ,+Gv''rvd Of $ l9fliii ........ •p(rOwtUlo Vnla: ,,,,.,._ CoA{ truillotl'frPal r-'-.-, ....., 1 n l.r,l Dzcrlpllon) CITY• 0/SAWYORDTDRf`t ITAFFLICAT10N cy Nit: / i5 Vrlut of Work: S r. neIA9: 5^ Lj Q,,:,i,. , ,..r„ St tu Lluvnrt Nv Z r r Gentr+ arN mu to Addrrb t 1 Cvnlrtl/ ollrn• • 1} en 41n 9t .e mp. nY:... ... ........... - --- — — Addi.. . fir._....—•. . MortgaVII Yhonr: Addr. tL' Arcllll• cU ntl ttr: •, BOILERS, F{E".TrKS, THINKS, 3na Allbonrmydl0tn4Aiit+dt/dI of 111 IIWI ttlVl+llnd w,rWgton In Ihit Ju,isdiction, I vn4monJ lh.t y u P+^` ADpIlNlionI hutby nvdi t0 phuti pt mil 0111t wotit Ind 6vvllllloni is lodlawd. I tenity th l no wtxk or ,nrullydon.n+, corrvnanc iistunct of a pamli and+1 tll o! 1AOlS, FURN C weI,s pe nit mull ba ltturtd fo(ELJOTA)CAL WO" I,ltMiilNO, SION3+ ,^ AIR CONDITIOAA$',Iu. n we>Z'9 AFPI t I Certify RECORD A NOTICE Of COMMEN$UIMT WffTl YOURSLENDER, OR At4 vf? C• Ih l 111 01'thS Con30ind Ihform.dtr+ I'vtccur+u +n4 aul oil wrk vrill bt don• in rcmjN-f WAY T IN WAANMO To O Sk%YOUR FAIl,URB TO TW10E OR IMPAOYEMFKT$ TO YOVRNOTC 1 CO1, X9?gC M9N T 06TAM FMANCPIO, CO A t"fOItNEY 8L'FOX6F tivl rn,y bt IJvnd in Inc pvbl,c It NQT CE: In W0111on tr r ngvinnoh amble pa"N thMt tsvy he rtldlHassl reslrlttJons .trpliublt to rhit proycr0 hhvr»ptul o,nAa IJth 1i wu rm n.tKrunl Jl,f ct+. v"r tmc,t,, or i<dm, +1rnc,a. thin tovnry, utd IhcM rNY to +Idltlonrl pefmfu Mgvtlw hm of of is tm t Ylo + Utn law. ) Atse txr+Ce of ptnnh Is verfrlcrlion thvl I will noll(y tht owner of tltt Y(oprry of III,nquirtrn ' t ) Slpwlvrt Vi ('onme,er/A e+l Oyu Stsn ntr rAgcnt G t' yrinl Cvntr.clorMQcn ' Nvrru lrtnl 0•eN AYtnl's N+nN .. riv . Sign tvrt of Not), u nl Flom+ 01 jl$ rNWlt o(Nv1+ry••Sutt nlFlnnlli•. Yrrtunnny Kilawn lu He yr YrvJvCJA 117 ,,,... ... •, ' I; yntratlnf/A<M ii,! •.r+nn)1ly Kno4m IV Mr •f+ prt+ dvcVA 111 Wuinl{' t•t" .. (h,1it1 a,U•.ir) •(b u J' Uau nPf' Ut'AI)Y:III4:—(Irtilinl b l)Itv r (Inilirl L wit)' ilia,l: _ ._........._ ... ......--......, ....._..,...,.._. _.. . Zettlem prCiul lJI4MarieACommission #DD221380 Jul 15, 2007 Bonded Tbru Expires: A" A AtlWntiBonding Co„Inc Milestone Master Documents Approved Sy Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 mllemasters.xls PAQE DESCRIPTION seDRAWINON / REPORT #tINDEXMASTERFILENUMBER1 ; n . , :"` `z.; . ; + • _ , _ i IINSTAL CATION DETAIL W/ TAPCCNS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 10002 • INSTALLATIO DETAIL W/06 SCREWS HORZ. SLIDING FIN WINDOW FLEX0028 10003JINSTALLATIONDETAILW1#8 SCREWS HORZ, SLIDING, FIN- WINDOW XOX CONFIGURATION FLEX0029INDEXMASTERFILENUMBER2 :' ; .;• - ;; . . 1000 4 JINSTALLATION DETAIL.IVJTAPCONS HORY, SLIDING FLANGE WINDOW 1F EL 0XO20INDEX' MASTER FILE NUMBER 3 .., ,. : a _,.. ; r ,. 11000 6 1NSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS FLEX0016 1000 1600 & 2000tIINSTALLATIONDETAILW/NS SCREWS FLEX0016 1000,1600 & 2000INDEX -,-MASTER FILE NUMBER 4 7 IIidCTAI I ATL-%U fAE1TA11. W/MNC OV QI SAW Ewen E. Au^ un..wwu. INDEX ---MASTER FILE NUMBER 6 . . 11-61Cw1,14i 11000,1750 & 2000 12 ISUDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0021 6001000 & 200013, SLIDING GLASS DOOR INSTALLATION WITH xe SCREWS FLEX002500,1000 & 2000 INDEXMASTERRILL.MmAAER t 14 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFININTR 1004 / 1600 Is FIN 7 WIN HORIZONTAL. MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HIMF 1100011600 17 FLANGE N HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIHMFINTW IIHMFLGTW 1000 / 1600 18 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE 1000 / 10 601! CAPACITIES . FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1Q00 / 1600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLO 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1 VMFIN1000 / 1600 22 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 1VMFLG 1000 / 1500 JWPUA , MASTER FILE NUMBER? PUNS R Yt1E1 lrVEpDCITY vr Pape 1 0I 1 M11"Sewai is M do 4eStC>3r . .. AWT 1NINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAT TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-• 1949-2 48 1 /2" X 84 1 /2" SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 . PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-R1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. SOAFTEST ONE Ii WOOD COMICAVC OR BUICK BY OTMCRS nASGatr DPEf11HG CAULK DCTVfEM WOOD 7r DTMERS CONCRETE OR BUCK t HAS Y. OPENING BUCK VIDTM 1•v4 MtK MASONRY OPENING BY OTHERS — [MC?CMI BY OTHERS INSTALLATION ANCHOR FLANGE TYPE SHIM AS RED'D. D 14- MAX3/16• GIA. TAAPCOM VINDOW FRAME (SE£ IKtCS) SHOWN (SEE NOTE 9) JAMB Ott By VOOD INSTALLATION ANCHORBUCKITOTHERS3/16' DIA TAAPCDN SI40vN (SCE NOTE 9) p CAULK BETIJEEN { WINDOV FLANGE L WOOD BUCK C 1-1/4• MTN GLASS IT YP,fEMBEDMENT (SEE NOTES) i c o STUCCO _J IT OTHERS PERIMETER CAULK By OTMCRS GLASS (TYP.) SEE NOTES) VINDOVHEIGHT PERIMETER CAULK " t BY OTHER'S CAULK SETVEEN fwiNDDvFLANGE L WOOD BUCK SHIN AS REGD. PERIMETER II/4• MAX. CAULK SEE NOTES) BY OTHERS vINDOv vIDTH FLANGE TYPE STUCCOvINDOVFRAMEBYOTHERSHEADER CAULK BETWEEN SECTION B-B „;. BUCK I„G BT 071F•RS DUCKHEIGHT c; WINDOW HGT. I FLANGE TYPE LK- viNDow FRAME SILL WINDOW WTH. EL= VAT10N VIEWED FROMEXTERIOR G Q Stu StOOHERS ByOTHERST„ CAULK BETVEfN A A/ PACC FLANGE PRECAST SILL t RECAST 'SILL DT OTHERS ADHESI CD CKDRAAPROVEDEOI. SECTION A -A 212002 i B C TAPCON LOCATION CHART B C TAPCON LOCATION CHART CALL TIP TO ILOCATiONS IN HEADILOCATIONS IN JAMAI s °, o SO,q° TO SIZETIPD22 74 x 26 C.D C.D Li INI D23 u 3/3 C.0 B C.G.E I 74x3!D C.0 s C.O.f 033 106 1/38 /,($.CCE dll w1941. . iJJc tv4 x BCfi• C. O£.F 1J.K. K T22% LjaT23383/. C.C.tO..F E J.KL IaK.L T a X K,L LiAl M3 I20 % 3d 3!6 B.C.0 I: A 3 C,D,E.F L I. J. K,LI,J, X,L I,J. K.L 12MO 2aaAA-C.O.. C.D.E O.Mfjjc IJAL 6020 72X24603072X36IJ.K L w C. 0 3.C,D.E I.J,KL Ikt. Aj 7030 4 X 35 B.COE B.C.O.E I.JJ(J. LJ.KA 4 aB,C.:,f C.O,f I,J.KJ. I,J.X.L6 x 4 0030 95 X 35 B,C,C.£ 8 C O.E I,J.K.L I.J,K.I 4 B. C.AE A B C.0£.F I,J K L M I;. 9030 1 X 24 108 X 36 a B.Cr.= I t D E aKJ 1 .KJ. U, KAAl.0 ^: F10929 t 20 X24 I J IJ,K,L 10030 120 X 36 S.C..,E I AI.C.O.F.F LJ,KA U.K.L10040 120X48B.C.E' e. A,9.C.D.E.F I.J,K.L I.J,K.I d . . 1) SHIM AS REO-D. ATEACH INSTA.LATK)N ANCMOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIA.: ALIJM:NIM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFIGENT LIH. TO ACHIEVE MIL EMBEDMENT' OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICOraZEO ACRrLIC CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILLMUSTBEATTACHEDTOTHESUBSIRA;E WITH VVLKEM 116 ADHESIVE CAULK OR APPROVED EOUA . H S) USE SKJCONZED ACRr.1C CAULK FOR PERIMETER SEAT: AROUND EXTERIOR OF WINDOW FLANGE. 6) IF. EXACT VRNDOw SIZE IS NOT LISTED IN ANCMOR CHART, USE ANCHOR OUANTITY -LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN J CLASS PRESSURE REOb. 6 7) GLASS CMARTSSS MAY VARY PER IKE REOVIREMEWS V ASTM E1300 8) LETTER CES4NATIOFa6 ON THE TAPCON LOCATION CHART RIDICA7£ WHERE TAPCON ANCHORSARETOELtNSTAL:EO WHEN US,NG THE EXTERIOR ELEVATION ASAKEY. L 9) ALL FACTORY AP 0 HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED W o /6SCREwS OF SUFFIDC.%- LIM. TO PROVIDE MIN. 5/ 8 IN. EMBEOM?:T INTO WOO.^. BUCK. 10) APPLICATION OF VULKEV I If ADMESIVE CAULK AT rAAME SILL MUST ANT COMPLY WITHSEALMANufnl%PV?.S RECOMMENDATIONS, 11) WHERE WINDOW IS INS'uED IA MASCNRT OPENING 7MITM A STRUCTvAL Two BY BUCK. USE /-0 SCR. --MS OF SUFFICIENT .ENOTM TO AC-im 1-3/E' MIN. EMSEDM:E41 A; A', INSTALLATION FA11NER LOCAAONS. SMEATMING CAULK DETVEEM by OTHERS WINDCV FIN L1\ SHCANK INSTALLATION ANCHOR +6 SCREV STUCCO DR SIDING by 0TmERS PERIMCTER CAULK By OTHERS GLAZING (7TP.) SEE NOTE 7) NO BT VOOD IT OTMERS 1/A• MAX SHIM SPACE SHIM AS RCO'D. SEE NOTES; FIN TYPE VIMOOV FRANC MCADER WINDOW HEIGHT VI14D0V HEIGHT vENDOv WIDTH t4' CLC• IMAX. TYP.) VINDPW VIDtH TWO BY WOOD BY OTHERS SMIH AS REO•D. SEE NOTES) l/4' MAX, SHIM SPACE CAULK DEIVE.N WINDOW FIN t SHEATHING GLAZING (TYP.)J pERSrETERSEENOTE7) CAULKSPACEEDIAACC' tr OTHERS SHEATHING By OTHERS ANCHORS FIN TYPE WINDOW STUCCO ORTTP.) FRAME JAM3 SIDING By AN4 Sa+ OTHERSANCHORCHDR .a SCREW SECTION B—B l' WIN. fMlEDHENt A, & C TYMPA.)TTP)WIN00vFINTYPERAC SILL 6' MAX. (TYP.J2X ATION VIEWED tKVMl EXTEF40R MARBLE SILL PERIMETEROTHERS STOOL BY a . c. 71 i i." s • I L::t;'. a'!'. i tlQiEs CAULK Br OTHERS. r 1:" x V\ 4Ju+ L,.L EJ 1 i T) SMIV AS REO'O. ADIACCNT TO. EACH wSTALLAT10N ANCMCP, MAX. ALLGYABLE SHIM STACK TO K1/4% i=/ 1,10.} EYfRvDERS 2) TrR/DOw FRAME MATERIAL; AWywuta ALLOT 6063. AmcmOA MUST BE OF 6UFFICSENT LT.. TO ACMIM MIN, EMBEDMENT OF 1' 3) INSI LA74WOOD 7}--•..: A '..% Jt FRAME A) uSE Sp]COwZEO ACRYLIC CAW( aEMIND 1Y.ND0WFIN AT HEAD. SILL k JAMBS. S) USE SR.000rnZED ACRYLIC CAW( FOR INSTALLATION1/A SHIM -- ... ___.. SPACE MAX. PCR,. wCtEp SIA. AROUND EXTERIOR OF WINDOW FRAME. 6) GLASS THICKNESS MAY VARY PER THE REGUIREMEN7S 0r ASTM E1300 GLASS CHARTS.. ANCHORs8SCREW7) INSTALL PWAL(ATIOM FASTENERS AT 6' MAX. FROM COR_v".RS AND MAx. 24' O.C. DESIGN STUC. 0 OR PRESSURE CAPACITY OF INSTALLATIONS. Y•'N ANCHOR SPACNC AS STATED, IS 70.0 PS;- FOR SIDIMG of ALL AVAILABLE SIZES UP TO 73' x W MAx. OTHERS SHIM AS REO D. SEE NOTES) CAULK IETVECM WINDOW FIN J 1'Mif( REV DESCRIPTION DATE INI tSHEATHINGSHEATHINGEMBEDMENTBYOTHERSTVO ! r VODD Br OTMCRS FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA SECTION A —A TITLE; INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW - SERFS 1000 n L2Uv2DRAWN BY: $ $ APPROVED BY; GATE: i 2/ 17/01 scALE: N. T. S. DWC.: FLEX0028 RCrARED In RORICf L AMUCATION ENO mCCRI14. WC.; LSO INTERm;IovL xvT., SURE ISO. NE.!4 DV• FLIT:DA :27/s HOK 4D7 1/5.OD s FAx A67 10-23Z SNCATMING CAULK 1N6 EBY OTHERS WINDaSHEATHING IALLATION ANCHOR 68 SCREW STUCCO OR slag HERS----— PERINKfER1 CAULK IY OTHERS SEE NOTE T) "*' WINDOW HEIGHT PERIMETER CAULK by OTHERS IMSTALLATIa+. ANCHOR RB SCREW STUCCO OR SIDING BY OTHERS CAULK BETVE£ N t VINDOW FIN SHEATHING t SHEATHINGBYDINNERSTWOBy WOOD 8T OTHERS 1/4' MAX. r SHIM SPACE SHiN AS REO'D. rim TYPE ( SEE NOTES) WINDOW FRAME HEADER WINDOW VIDTH 24, O. 0 44' Max. A i 1' ( TTPa111VINDOV FIMTYPE HC1GHT WINDOW FRANC SELL LE WIND13V WIDTH TWO BY WOOD by OTHERS SHIM AS REO'D. SEE MOTES) GLAZING (TYPl — SEE NOTE 7) FIN TYPE WINDOW RAME JANH I EQUALLY SPACE ANCHORS (TYPJ MARBLE SILL ' A 1" Ha7c. STOOL 8Y 24. O.C. I cTTP.> OTHERS MAx. ( tYP.) 6' MAx.( TYP.3 1/4' MAX. r SHIN SPACE SHIM AS REO'D. SEE NOTES) EM8E KMT Two By T y D WOO SECTIONA — A I/4• MAX.CAULK BETWEEN wv SHIM SPACE & SmCA rimSHEATHING 1' HIM EMBEDMENT SHEATHING BY OTHERS PERIMETER / CAULK •.• r Br ;,1MERS STUCCO OR SIDING BY OTHERS SECTION B— B—B w-irs. 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX ALLOWAM SHOO STACK TO BE 1/4'. 2) WN $ FRAME MATERIAL: ALUMINUM ALLOY 6061 3) INSTALLATION ANCHOR MUST BE OF SufFCIENT LTH. TO ACn" MAN. EMBEOMENT OF 1' INTO HOOD FRAME MEMBER. A) USE SaUCOwZED ACRr,IC CAULK 8ENN1N0 NRINDOw AN AT HEAD. SILL t JAMBS. VATIO :) USE sa)cow2m WINDOW F ME FOR PERIMETER SEAL ARounG TTEE EKtEItlOR OF +MNpOw FRAME. nEW M % RIOA 6) GLASS TMICKNESS MAY VA4Y PER THE REQUIREMENTS OF ASTM E1300 (LASS CHARTS. 3' ' ' ' ) 4«' i :• i . 1 N ^ )) INSTALL INSTALLCtON FATEMERS AT 6' MAX. FROM CORNERS Aso rAANDMAx. 24' O.C. OE%N PRESSURE . CAPACNTY Of k INSTALLATIONS WITH ANCN!DR SPACING AS STATED. IS 70.0 PSF n.cn urz.'E R 1;IxF.6d.1 'AK'h, FORALL AVAI AB1—t SIZES UP TO 119' x 49 6/3' VAX. ti 7 i.6:'2i F-U. # NRE DESCRIP' TIOIV DATE IN] FLORIDA EXTRUDERS IVTERNaTEoxu INC r ../ SANFORD. FLORIDA TITLE: INSTALLATION' DETA!L W/ 08 SCREWS HORZ. SLIDING FIN WINDOW XOx CONFIGURATION- SERIES 1000 DRAWN BY: BB DATE: 1` G/01 APPROVED BY: SCALE: N. T. S. DWG.: FLEX0029 M[ARCD 21, RORKT t A LICATTDN ["WILERING. ING. ru !MT[RNAT1pddL Rcvr. SITE M. KATMOMW. %ttlaA 32746 1NGNC 40T us-cus FAx dot R:r0346 CONCRETE OR CAULK B£TVECN VOOD ONE BY WOOD CONCRETE OR MASONRT OPENING RUCK L MAS'Y. OPENING INStALLATIEIN ANCHOR BUCK BY OTHERS NASD.NRT OPENING IT OTHERS R* OTHERS 3/t6 DNA. TAPCON IV Rr OTHERS ONE (BUCKR, WAD vlDtn) ,•I,.• Mxa j L uaKNxRUC% Br OTHERS 1/4' SMIM t p l'I/A' MIN. FLANGE TYPE SPA`L MA%' I> CAULK BETWEEN EM3ED/Eni WINDOW FRAME SHIN AS REO'0. WINDOW FLANGE C Q JAMS (SEE NbicLWOODR —T INSTALLATION ANCHORi3/16• DIA TAPCONI/4• snlH vSPACEnAx. RIGID VINYL GLAZING READ GLASS IT,P.) SEC NOTES) STUCCO BY OTHERS ERIIIETCR SHIM AS RCO'D iC£ NOTES) Wx IT OTHERS IUCCAULK RETWEEN CK WINDOW FLANGE WINDOW FLANGE TIPS HEIGHT) L WOOD kcX v CtGMT) WINDOWFRANCMEADERPERIMETER GLASS (TYP.) CAULK STUCCO SEE NOTES) by OTHERS RY OTTERS I RY N CATI N CHART CALL TIP TO A' IN r. A o A ! Nr IN JAMS SIZE TIP TO To Ta Ro pv Toio 1042 IH3 26 1/ 2 x 26 26 1/ 2 x 3e 3/6 C C CC C C c, H G,n C u4 26 q2 x 30 1/6 C C C O.H C.n C.H H45 INS 26 1/ 2 X 56 1/a 26.1/ 2 X 63 C G C C C C G.n c,n Gl,JJ No 26 1 2 X 72 C C C c," G Om J a."I,J 22 3x M G.HJ.J H I J CC C;H G.1 H G, n 23 A2457 SX SO5/6 37 x 56 1/A C C C C C G,nC:NJJ G.H.LJ C c C, M G.HJJ O. HJJ G. n.IJ 0"%j 6 37 x72tCGJ+J.J G.M.IJ Et oj"I I i33 34 1 6 x 53 t/4 X 3d 3/! 53 1/1 X 50 5/6 C C E. 0 B.0 I.0C G;H OJI Y.n C HJ J 345 53 t/ t X 56 ,/4 C S.0 cc G.H QMJ.JO, MJJ O.HJJ G, HJJF.G,nJJ 35 341 Si1/ 6 X 63 C B.0 B,C O,nJJ O:NJJ EfA MJJ 74 X 26 RC BJ:022 GJIJJ EI. CJIJJ E.F,O;MJ,J 023 024 74 X 38 3// 74 X 50 5/2 B.0 B.0 8 C B;C A.I,C,CA3,C,0 c;H G MJJ GJIJJ cJIJJ O 1. IJ EI C.MJJ 0245 025 7sX 56 t/a 74 % 72 B. G 8 C B. 0A, C,C A.I.C. c.M,LJ c H•LJE.F.CIfJJ E.F,GJIJJEF.GJI,1J G G.M,IJ fi,GJ+JJ EF,C,n.IJ• Ej.G rI, IJ• 2040w A x a 24 x 36 C C I C C;M O H e M W.V. WINDOWWIDTH) 20M40Y 20M 24 X 40 24 X S•. T CAULK RETWEEN 20MM50M 24 x 6o p WOOD SUCK L SEC I 10NQMAS'Y. OPENING 24 X 72 RIGID VINYL hon BT OTHERS 3MOM 3OM30M 36 x 24 36 x 36 GLAZING BEAD 1) SMY AS REO'D. AT EACH INSTALLATION ANCHOR. Max. A..LOMABLE 8E 30Y40Y 36 X 46 TYP.) SHIM STACK TO 1/4'. 36M46M 36 X 54 2) WINDOW FRAME MATERIAL: AUju )M ALLOY 6063. 30YSOY 36 x 60 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTHL TO ACMEV£ YKN. OM60M 36 X 72 PERIMETER FLANGE TYPE EMBEDKW OF 1-1/4' INTO MASONRY OR CONCRETE. 40M70M 4e % 36 WINDOW FRAME 4) USE SRJCONRZED ACRYLIC CAULK BEMa4D WINDOW FLANGE AT HEAD & 4011APM 40 x 4e B, 1)CAULKSSILLMAIDS. SILL LRKT BE ATTACHED TO THE SLIBSTR IE wlTn wLKEM 40946M 40 x 54 116 ADMESIVt CAUL( OR APPROVED EOUAL - 40MSOM 46 X 60 5) USE SRJCpeZED ACRYLIC CAUL( FOR PERIMETER SCAL AROUND 40A160M 4e x 72 EXTERIOR OF 1nN00w FLANGE 4 O 6) IF EXACT WWOOW SIZE IS NOT LISTED IN ANCHOR CHART, USE 4SM30M 4 X 36 ANCHOR QUANTIFY LISTED VATH NEXT LARGER SIZE. FOR THE 46M40M 54 x 4e APPROPRIATE DESIGN PRESSURE RCO'0. 46w46M 54 X 54 7) GS TSS MAr VARY PER THE R£OUIREMENTS OF AStM E1300 46MSOM 54 X e0 CAULK BETWEEN a VINDOW FLANGE S 8) LETTER DEWMT04 ON THE TAPCON LOCATION CHART INDICwtE a x 7 sp(35&4p LPRECASTSILLQWHERETAPCONANCHORSARETOBEINSTALLEDWHENUSXGTHESOM40A/ 60 X 35 W X se W/VULKEM 116PRECASTSILLcSECTIONAEXTERIORELEVATIONASAKEY. SOMa6M 6C X SA IDMESIVE CAULK BY OTHERS -A Q APROvED COL. 9) ALL FACTOR, APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 03 SCREWS OF SUFFICIENT LTM. TO -PROVIDE soMSOM 5a1EOY 60 X 60 60 X 72 W.W. A r YIN. 6/3 W. EMBEDMENT INTO WOOD SUCK, 10) APPLICATION OF VULKEM116 ADHESIVE CAULK AT FRANC SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECDMYENDATGMS. M 6W SOM 5664OM 66 X3666 X 40 t 1) ONE ADDITIONAL 56046M 66 x SA FIELD DRILLED k INSTALLEDANCHOR, IS REO'0. IN A B p EACHJAMSONTHEFOLLOWINGSIZES: •D25' (73 , 62). '026' 6mwv 66 x 72 73 x:71). '56M6OM'"(65 x_7)), 5 '60Me0M' (71 X71). PLACE WIAZOM E ANCHOR BETWEEN ANCHORS C AND I AND BETWEEN ANCHORS •H 60M30Y 72 x 36 AND J' OVCP SS PSF ONLY. 6OM400A 72 X 46 H• j F 12) WMER£ VANDOW IS INSTALLED IN MASONRY OPEMING WITH A STRUCTUAL TWO BY ri00p BUCK, USE /10 SCREWS OF SUFFKIEMT LENGTH TO 60LtSDM Y 7I X 6C 72 x 72 ACHI EVE T-3/8• Wk. EMBEDMENT AT ALL INSTALLATION FASTENER C C c C e C C IC CJf Qm amcm.l. G: n C C 0 I C H G M)IG 11 C C C c c LQ- M G. MC C C cil GJtJJ CJ1J• C C,HC H, Ij G MJJC,F.C,H, C 8;C a m G,M CAJ.. C B.0 c.M GJIJJ . cJIJ„ C B.0 GJtCJ+J,J GJI.L. C B.0 cJiJ,J O.nJ.J E./,GJ+, C B,C H1FCIH. C 8 C G: t GJtC 4JJ I,C B,CcJ1C1(J.J OXIA C B.0 GJ,J.J c,MJJ E.F•G.M.! LC . SIC C HJJO,MJJ C1.04 .! 0 B.0 am I am I G.M CJ+,I.J 0 S.0 G.n O,HJJ 6.MJJ G.n cJ, O, M G. nJ, J OJIJJ c,MJJ I E F,G.M.1 LOCATIONS. ON SIZES NOTED IN NOTE I11 ADD A 110 SCREW AUL:I IUNIAL AN KORS RE3'D. SEE MOTE 11 H ANCHOR'TO EACHJAMBFORNOTEDDESIGNPRESSURES. 6 g CIE1'fi FLCd r •6.r^a SNTERNATIONAL, INC FLORIDA EXTRUDERS " SANFORD, FLORIDAZANtiRAC'g'f too/ CISFUZ4' ^ a1 _ 6 ; t..'LTITLE: INSTALLA.T ION DETAIL W/ TAPCQNS HORZ. SLIDING FLANG-- WINDOW - SERVES 1000 DRAWN BY: BB APPROVED BY: 1. DATE:10/23/ OI BCALE.-NTS DWG.: FLEx0020 R10R w ONE By VOOD SUCK IT OTHERS CAULK IETV£EN WINDOW FLANGE - VMD SUCK STUCCO DY OTHERS fRtMETER BY OTAULKHERS 41010" Vvm GLAZING DEAD TYP.) e.V. 1-1/4' nlK BUCK VIDtn) CM/CDMCHt INSTALLATION ANCHOR ONE BY VOOD 3/16' DIA TAPCON p BUCK DV OTHERS — SHIM AS REo'D RIGID VINYL E' MAX BCAD (SEE NOTES) V Tyr.) I GLASS tY.xSCC NOTES) O FLANGE TIPE ' VINDOV fRAK l JAMB CAULK •CTVECN WINDOW FLAMM PERIMETERLWOODDUCKcAz" by OTMCRS VINDOV VI91H) t exDUCK CAULK DCTVEEN CAULK ICTVECN W1MDOv HEIGHT) VOOD DUCK FLANGE t PRECAST SILL MAST. OPENING V/ VLILKEM 116 ADHESIVE BY OTHERS CAULK,OR APRV'D. COL. SECTION B-B FLANGE TYPE -_ RER.IMCTER WINDOW FRANC CONCRETE OR Stu MASONRY DFENING CAULKDYDTMERsSYOTHER; W.W. 4 JECAST Dr OTHERS J E 9 FAA 1AS RCOV.. AT EACACH OWAUAT4N ANCHOR. MAX. ALLOWABLE SHIM E 4, 4 SHIM STACK TO BE ,/4- T{' 7 2) WINDOWLL FRAME CHOR M t ALUMINUM ALLOY NT L 3) 6YSTALLATION AMCFIMI MUST , of SUFFICIENT ITM, TO ACHIM 1 T MIN. EMBEDMENT OF t-1/4' INTO MASONRY OR CONCRETE. 4) USE SIUCOMt2ED ACRYLIC CAULK 6OW40 WINDOW FIANCE AT MEAD VULKJAMBS. KEEYiSILL ADHESIVEfCAAULKKOR ATTACHEDTo EOUAL ` "`TH J B K B o c S) EXTERIOR INtACRYLIC CUM F FOR PCOINCTER SEAL AROUND W,H. 6) it EXACT IeNOOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER S ZC. fOR THE 17 APPROPftltDESIGNPRESSUREItfO'D. ` 7) CLASS THICKNESS MAY VARY PER THE NCOUIRCuM Of ASTM e) V 1300CLASS ONI tNE TAPCON LOCATION CHARTAIDICATE H WMMJRAMNNNASJTODEINSTALLEDWHf14USINGTHEOffMORAKEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON w7 ANCMOR- SNOuLD 11E,iRLED WITH (6 SCREWS OF SUFFICIENT LIM. rIR 7 TO PROME UK -5/0 I1. EMBEDMENT INTO wEDC B,ICK. A 14) FRONTA DO APP ICS TOOT SERIES SA EXIT HUNG . 0 0AN• THIS ELEVATION PRINTS1 TO iME rLORTA fxtllUDERS T500 AND 2000 11) WHERE NRIDOW K WSTALLCO IN MASONRY OPENING WITH A ' VAUCTUAL TWO BY WOOD BUCK. USE /IO SCREWS OF CON+ CREtE OP.CAULK SETVCCN WOOD SUCK MASONRY OPENING NAVY. OPENING IT OTNCPS IT OTHERS 1 , 1-1/4• KIN EMI1f DMEN1 INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SHIM AS REO'D. 114' MAX. SEE NOTES) FLANGE TYPE VINDOv FRANK HEADER GLASS h ( TTP.) c= NOTES) TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 300V To 40PSF 41W TD 7OPSr 300V TO 40w A;Av TO 7}y 12 RD 1/e X 25 e 6 c r,G 1311311/4 e rG rG 14a1/9 X.09 5/6 B B F,G r,C 145161/6 X u 1/1 D F.G F.0 15t61/e X 42 16 6 1/6 X 71 B fl f,C.wtFFKiM22s1/2 X 2s @ 10132s1/2 X 31 3/6 @ 1014261/2_X 46 11/1 8 r.0 fAmj iN45251/2 X SS t/4 INS 25 1/2 X 62 B 8 f..0C:Nj IN625 +/2 X 71 @ F,0 F.C,KJ 1147aF.OJ.K F,CJ.4 301/2 . 26 29 I/2 X 2Sa 30 1/2 . 36 3/6 22 1/2 X 37 3/6 r;Cf.c 30 +/2 . 30 5/e 29 +/2 X 46 S/6 e 8 r0 F.C.HJ301/2 . N 1/4 29 1/2 X 65 1/4 B B rG F.C.r.J301/2 . 63 29 1/2 X 42 e @ FIG F.O.MJ 301/2 . 72 29 1/2 X 71 . @ S rAN rG.HJ 30'1 . 6.. 29 1/2 X S3 6 B f.CJJt f;GJ.X 23 36 X 37.3/6B 8 F,GFG 2434X495/4 9 B r,Gf,C,MJ 24534XisI/4 B B F GF.C.HJ 2534X92BBrCJIJF.c.MJ 2636X71erCJIJO.CJ-G+J 7 36 X 93 CJJc r.GJ1J.J.K 2641X25Pv42 . 34 3/6 41 X 37 3/9 B @ FA 42 50 S/S 4t x 49 $/6 B B fF f.C.KJ 4a2 u 1/. 414j So 1 4 e r.G,KJrc.KJ B42 s 72 41 X 71 42 44 41 X 83 rG. K FOp JJK 48647X25AW a 36 3/6 41 X 37 3/4 a A.0F,C F,C,KJ 4e.. So $/6 41 X #11 1/6 B A.0FO fcrJ s6 1,/4 4741 IS T 48 A.0GJ7r F,O,NJ 63 B A.0 FRJIA D.U.Cr1J 46 4f X 71 @ A.0f.O,Mr fl.E.r.GJ•J 44711u, H, 7252I/6 X 25 B F 33 52 1/9 X 37 3/4 a A.0 r,G r.Cr./ 34 52 1/6 X 49 $/6 6 A.0 F.CAJ fO.MJ 34 S21/8 X Is t/4 B AC rG,K.1 D.E.F.G.NJ 5 s2 62 a A.0 r xI D.U.G.N.1 3 S21/ X 71 A.0 f.C.MJD.U.GJ1,1 36, 12X52eAF.c.Jx D. r,".44A 37 SIZE NOT AVAILABLE A 1000 OR 1500 SERIES. FLORIDA EXTRUDERS INTERNATIONALs FLORIDA, INC LORINC TITLE: INSTALLATIONDETAIL j SGL. HUNGFLANGEWINDOWS - SERIES 1000 , 1500 6 2000 VIEWED FROM EXTERIOR DRAWN sY-BB APPROVED Br: s rw N FASTTENEA RiocAT s1c>Hs/6• MR( EMBEDMENT At r .J .'I ,`.! DJtTE:10/0 /O1 scALE:NTS DWG.: F.EX0016 PPUAREO r: M000CT ! A IL1C,/;KR7 ENG1IERNG, AC.. 230 AtEAMAIMAL PKT- SWIE 250. MEAtMAOw. /LORHOA 32714 Ir10NE 107 605-0365 SAX 407 60-0346 CAULK DETWCCN SHEATHING WINDOW FIN t DT OTHERS SHCATNiNG INSTALLATION Aft t6 VCOD SCREW I STUCCO BT OTHERS PCRIHETCR IT AULKOTHERS WINDOW MEIGMT GLAZING (TTP•) SEE NOTES) PERIMETER CAULK DT OTMERS INSTALLATION ANCHOR t8 WOOD SCREv STUCCO DY OTHERS CAULK -BETWEEN V[NDOv IN SHEATHING t SHEATHING 81 OTHERS SECTION A -A ' t i' MIN. Cm2CDMENT TWO By WOOD 8T OTNCRS SHIM AS REO•D. I Z(SE£ NOTES 11A• MAX. MIN SPACC FIN TTPC WINDOW FRANK HEADER GLAZING (TTP.) SEE NOTES) rim TYPE WINDOW FRANK 31wR8LC SILL STOOL BT DIKES TWO H SNOODDTDtIKRi ENBEDmDNfnT / WINDOW WIDTH SHIM AS REG•D. - dCE NOTES MANUFAC,rUa NAB w FE Q .{F GAOLING <t E S) T 1 j'7.L+'f (SEC NOTES) WINDOW rv!DTH A B 8 24' O.C. MAX, (TTP.) EGUALLY SPACC WINDOW ANCHORS (TTP.) HKtGHT A 6 MAX. --1 6' MAXM(TTP.) ELEVATION VIEWED FROM EXTERIOR 1^ FRD,TyCT t A KlCatf.-I,I CNK,IM[tING. INC. tS0 114' MAX. SHIM SPACE TWO BT Wopa STUD DT OTHERS 1' MW. ENIEDMENT I If OTHMERCRS FIN TYPO CAULK ECTVEEN WINDOW FRANK7 WINDOW SIN JAM) t SMEATHING PERIMETER 7 INSTALLATION ANCHORCAULKI18WOODSCREWByOTMCRS STUCCO BT GTNCRS SECTION B-6 NOTF$ 1) SMUN AS REWD A EACH INSTALLATION ANCHOR MAX- ALLONAKE SMW STACK TO 6E 1/4 2) WINDOW A" MATERIAL: ALULt" M ALLOT 6061 3) INSTALLATION ANCHOR WJST BE OF SVFFCtCNT LTM, TO AC"" t4L EMBEDMEM. OF I' WTO w000 BUCK. A) USE SAJCONIZCD ACRYLIC CAULK BEHIND WIMDCW fINATHEAD. SILL k Am.-S. S) USE SM CONIZED ACRTUC CAULK FOR PERIMETER SEALAROUNDEXTER** OF WNIDOw FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN, ANCHOR CHART. USE ANCHOR OUANTITY LISTED-WITM NEXT LARGER SIZE. 7) CUSS THICKNESS MAY VARY PER THE PCOLRREMEMTS OFASTMC1300GLASSCHARTS... 6) F4ORIOA EXTRUDERS ION SERFS SINGLE HUNG IS SHpwkTHISPRIMALSOAPPLIESTOIKEFLORIDACXRUDERSI500AND2000SERIESSINCa. HUNG WINDOWS. FLORIDA EXTRUDERS INTERNATIONAL, SANFORD. FLORIDA rITLE:INSTALLATIC-N _TAIL II/(18 SCREWS SINE HUNG FIN WIND134 - SERIES 1000,1500, L 2000 RAWN BY- 89 APPROVED BY: ATE:I2/13/01 jSCALE: N. T. S DWC.:FLEX0026 SHT T OF 2j Dul aWT., SUI1[ rifl, HiATnAa, fLORiDA 39746 7MDNC 407 03-0065 VAA .67 DQS•OSK CONCRETE ORMASONRY, OPENING BY OTHERS ONE By VOOD PUCK BY OTHERS ECN vINDOV FLAANGE D VOCD BUCK stucco J IT OTHERS PERIMETER CAULK BY OTHERS GLASS (tip.) cSEE NOTES) VAVINDOV SIGHT) PERIMETER CALLK Bx OTHERS V Ell INST ALLATIOSN ANCHOR 3/I6' DIA. TAPCON CAULK BETVCEN VCOD BUCK S NAS-Y. OPENING BY OTHERS GLASS ctYP,) C )-va MIN. cSEE NOTES) C EMBEDMENT YLO got SHIM AS I/4' MAX. ISEE NOTES) FLANGE TYPE VINDOV FRANC W.W. RIDGED VINYL A GLAZING BEAD BUCK THEIGHT) B B RIDGED VINYL GLAZING'ICAD W.H. B.V.-v• m CONCRETE OR LBUCK WIDTH) MA'ONRI GPCNING of OTHERS SHIN AS RCO'D. p 1/4• MAX. cSEt NOTES) INSTALLATION ANCHOR 7/16' DIP, AACDy v RIDGED VMYL GLAZING DEAD 0 ONE By WOOD v BUCK By OTHERS FLANGC TYPE -- VINDOV FRANC CAULK SETv£EN PERIMEtERVINDOVFLANGECAULKLVOODBUCKB, O AV-K CAULK BETVCEN VOOD DUCK t V.V. NAVY. OPENING wINDOV VIDTH) IT OTHERS STUCCO BY OTHERS SECTION B-B 11) SHIM AS REO'D. AT EACH INSTALLATION ANO.OR. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW. FRAME MATERML: ALUMINUM ALLOY 6063. 3) 3/16- DuL TAPCON INSTALLATION ANCHORS MUST BE OF SUKHOENT LTH, TO ACHIEVE MIN. EMBEDMENT Of 1-3/4' INTO MASONRY OR CONCRETE. 4) USE SKICOraZED AClt1LIC CAULK KHOO frJN0OW FLANGE AT HEAD k JAMBS. SILL MUST DEATTACHEDTOTHESUBSTRATEWIT" VULKEM IIS ADHESIVE CAM OR APPROVED EQUALS) USE SKICoNAZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIAN Ot- 6) 1F EXACT WINDOW SIZE IS NOT LISTED IN AND" ONART, USE ANCHOR OWNTRY LISTED +hTN NEXT LARGER SIZE. FOR THE APPROPRUITE DESIGN PRESS1UtE REO D. T) OtASS THICKNESS MAT VARY, PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS.. 24• D.C. MAX. <TIP-) 6) wrERE SPAc" BETWEEN TAKEN AMCHORII EXCEEDS 24 IN. O.C.. ID SCREWS -Of SUFF*ENT LTH. TO PROVIDE MIN, S/D IN. EMBEDMENT INTO WOOD DUCK SHOULD BE INSTAUED. FLANNGE TYPO 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE VIHDOV FRAME 6 HAIL.<TxP.) FLORIDA EXTRUDERS 2000 SERIES FIXED wmDoWS. 11) SEE BACK OF THIS SHY,. 116 INSWNADHESIVEANCHOR AT FRAME siL. I1) APPLICATION Of VULI[EM Tf6 ADMESM CAULK AT FRAME 9U YLUST COMPLY WITH SEALANT ACflURER'S RECOMMENDATIONS A ELEVATION VIEWED FROM .EXTERIOR v I v CAULK BETVCEN WINDOW FLANGE i PRECAST SILL V/VWKEH 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV'D. EDL. - SECTION A- 12) W12) WHERE WINDOW b wStALLEO IN MASONRY OPENING MYTH A STRUCTUAI Two By w000 BUCK. USE Ito SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT. 13) ww00w UNITS CAN BE MULLED TO OTHER! UNITS USING ALUMINUM TUBE MULLION. SEE MULLION hSTALLATION SHEETS FOR REoutRELEWS. FLORIDA EXTRUDERSINTeRNaD. h7; IDASANFORD.. FLORIDNa TITLE`.INSTALLATION D:TAIL v/ ONE BY BUCK F'XED.FLANGE wINLO++ - SERIES 1000 6 2000 DRANV gYBa. APPROVED BY: LWL DATE: IO/2Z/OI SCALE; NTS QWG.: FLEX0019 SHCET 10r 2 RpAMD lt:'ADDYCT tEt;+e10t00Y CDRf.. 250 wMm"IKXa, PKVY, SYDE ZW. mrAAg1OA, 4ONDA 32766 ATONE Not MS-p366 fAM ApT B95-C36 SHEATHING IT OTHERS CAULK BETWEEN WINDOW FIN SH£ATHING INSTALLATION ANCHOR 88 SCREW EzTERIt SH OTHERS PERINCTER / CAULK IT OTHERS WINDOWHEIGHT EXTERIOR PCRIHCTER CAULK 1T DTHfRi INSTALLATION ANCHOR 48 WOOD SCREW EXTERIOR FINISH Y OTHERS t E l GLAZING SEE NOTE 6) CAULK BETWEEN I! WINDOW YIN t SHEATHING EH3EDHENT SHEATHING BY OTHERS SECTION A -A Him. E DnENT v000 FRAMING ST OTHERS SHIN AS REO'D NT / ' L FLORiDA B. O Z. A. F. SEE NOES) ACTIR NAME u li4' MAX. SHIM SPACE f ' . R 'i+ # I F x GLAZING SfE NOtE 6) FIN TYPE VINODV FRANC FIN TYPE WINDOW FRANC SHIM AS REO'D I/4' NA)L SEE NOTES) WOOD FRAMING BUCK IT OTHERS HEIGHT EXTERIOR FIN TYPE v/NDOv FRANC A --NJ ELEVATION vIEWED FROM EXTERIOR WINDOW WIDTH 1/4' MAX. SHIM SPACE vWD FRAHM IT OTHERS SHEATH)NG I /— IT OTHERS INSTALLATION ANCHOR! SCREW CAULK BETWEEN VINDDV FIN Ti L SHEATHING SECON B-B PCRIHCTER EXTERIOR FINISH CAULK If OTHERS BT OTHERS NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR . WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2), WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, 3) INSTALLATION ANCHORS MUST BE OF St FMfENT LENGNT TO ACHIEVE MIN. EMBEDMENT OF i' INTO WOOD FRAME. 4) USE SR7CMZED ACRnX CAULK FOR PEIW--TER SEAL AROUND.DMV WR OF WINDOW FRAME. 5) USE SRJC0I ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS tar VARY PER REOVIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASSALSO OWLFIED. 7) FLORWA EXTRUDERS 2(= SERFS I= PICTURE WINDOW IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIN EXTRUDERS ISM AND 1000 SERIES B PICTURE WINDOW. 8) SPACE,R45TAUATION ANCHORS AT r MAX, FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITI. ANCHOR SPACING AS STATED, IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63' X 45' OR I19' X 37-3/'- MAX. 9) WINDOW UNIT CAN SE.MULLED TO OTHER UNITS USING ALUMINUM TU?E MULLION, SEE MULLION INSTAL- AIXON SHEETS FOR RECIREMENTS. PREPARED h; PRODUCT TECHNOLOGY CON.. 14Z I SCALE. N, I , S 230, LAKE MART, FLORN4 32741 8 CAULK ICTVCEN VINDOV FLANGE WOOD LUCK CONCRCt£ OR MA23"T OPCMMG It D:MfRi EXiCR'DR Fin;SH IT aaERs IN ItxTER CAULK IT OTTERS VINDOV FRAME HEAD EXTERIOR VINDOV FRAM - SILL PCRUNCUR CALK IT OTHERS ExtERIGR FINISH — IT DTHERS CAULK KTVCEM f OVIN0DVFLANGE L MOOD TUCK COnCRiTt OR rufOl-HIT . Ir 0•KRS SF'CTION A —A CAULK I£TV£CN VCOD SUCK L MASONRY OPCMINGItOTHERS CAULK BETVCEN WOOD IIUCx L MASONRY OPENING IT OTHERS 1/4. MAX ONE IT WOOD MOTES.' SHIM SPACE SUCK IT OTHERS 1) SMIM AS REOV A: EACH INVALLATION ANCHOR w1TH LOAD SEARING SHIM. MAX. SHIM AS R£04D AI:OwABLE SHIM STACK TO Of SEE NOTES) FRA V2) WINDOW M£ MA:ERLAL: ALIAKNAIm ALLOT 6063, InSTALLATIDN AKMOR 3) 3/16' DIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO2/16' DIA. TAPCON ACHIEVE MIN, EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PUCE TAPCO14 ANCHORS 6' FROM CORNERS A 24' O..C. wX. ALL FACTORY APPLIED WINDOW FRAME JAMIHOLESNOTDES"AT O FOR TAPCON ANCHORS SHOULD Of FILLED VATM IS SCREWS OF SUFFICIENT LTM. TO PROVIDE wn. 6/8 IN. EMBEDMENT INTO WOOD GLAZING (10BUCK. SEE NOt[S) C1 I -t/A' wn. A) +THERE WINDOW K INSTALLED m MASONRY OPENING WITH A STRUCTURAL Two BY 7T EMBEDMENT BUCK, USE 110 SCREwS OF AIFi CIENT LENGTH TO•ACIKEVE 1-:/8' MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 5. 1 S) USE SIUCOwZEO ACRnK! CAULK 9--"0 wIDOw F.ANIOE C HCAD. SILL ,MMBS. 1/A' MAX. 6) USE SR.CONIZED ACRr,IC CAULK FOR PVWA£TER SEAL AROUND EXTLRDR OFSHIMSPACEwINOOWPLAICE. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMC0rS OF ASTM C1300 CLASS. PERIMETER CAULK CMAATS. S$W-f CWIK IS SHOWN, INS{AAV4 GLASS IS ALSO OUALRIED. IT OTTERS B) BUILD, DOWNS AROUND CURVEO PORTION Of WINDOW FRAM£ TO BE ENGINEERED BY OTHERS. BUILD DOWN MUSE Of OF SUPFIECIENT S-RfNGTH TO AOEOLMTELY EXTERLCR FINISH JTRANSFERLOADFROMwfn00wTOTHE'S:RUCTURE. IT OTHERS9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER VnNO0w SHOWN. THIS PRINT ALSO SHIM AS RE0'0 APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 20M SERIES.. WINDDV viol" — MEE ROTES) 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OFTINSPRODUCTt0THESETWOCONFIGURATONS. Trf$ SHEET APPLIES TO ALL CONFIGURATIONS T15A: CAN BE MANUFACTURED FROM THE 1000. 1750• k 20DO SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. I I) wINDOw UNIT CAN BE MULLED TO OTHER UNITS USNG ALU11INVM TUBE MULLION. SEE -MULLION INSTALLATION SHEETS FOR REOWREM£NTS. GLAZING (TTP. J A SEC NOICS) 11 WINDOW WIOTH •---j ' INSTALLATION I IANCHOR2/16' D!A. TAPCON wwOpM t HEICHI Sr;M AS REO'D s£E NOTES) I B B 1 A L s/£ mu. EXTERIOR ELEVATION Q 1-1/4' MIN. EMBEDMENT ONE IT VODD BUCK IT OTHERS 1-1/4' MIN, CM?EDnENT ONE IT VWD LCK IT GTNERS IN'14LLATI71 AMCHCR 1 _ / 3/16• 111& TAPM 1eA V CAULK 1CTV£EN N VX2 KICK I NAVY Ii£N14 Ir OTHERS T C f/ 1% CAULK ICT1.TCN vimac'+W FLANGE t VO06 WEK CONCRETE OR MASONRYOPENING IT OTHERS SrCTION B—B EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL, sayORIDRD,FAATITLE: LANCE INSTALLATION DETAIL CONCAVE HEADER Vi1 BY B CK DESIGNER FIXED WINDOW IODO, 1750, t 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/ 12/02 I ISCALE:: NTS IDWC.. fLEXO!)35 IKHHACf N• --% v tco.", I7M. M wcw nMt 1-1. ITT.( ex -[stop, NMpM 3114 .0( qt us-ms F. w RS-OM U ONE IV JOCK INSTALLAT:DN "4MCA 10A SCREW J 1.3/6- MIN, EMBEDMENT luCK WIDTH 1/4• MAX. CAULX f-?VEEN WHTC_V WILD DOWN IT OTHERS SMM SPACE CAULK ICIVEENrLANGELSrEA:HIND ALSO APPI:FS TWO IT iRANIN(. TWO 91 f{1EK tD SILL) t) SHpM AS PLOD, AT FACT. INSTALLATION ANCHOR WITH LOAD BFARwO SHIM. MAX. IT OTHERS L .CDvC4F1E PLTYJDQD ('T ALLOWABLE SHIM STACK TO BE 1/4', IT OtNERS IT ETHERS 2) WINDOW FRAME A EItAL' ALUMINUM ALLOT 6061, 3/B' MIN. 3) TAWPCOM INSTALLATION ANCNCRS AT SILL MUST BE Or SUFFICIENT ITN. TO ACwP-E SHINEMBEDMENTr1- illir YEI. EMBEDMENT OF 1-1/4• INTO MASONRYOR CONCRETr 110 INSTALLATION AS P.EaD SEE NOTES) INFTALIAT ANC ORSCREWSATHEADkANNMUSTICorSuFACENTLENGTHTOACHIEVE1-3//' K.0 SCAL1EXTERIORFINISHINN. J44CimENT INIO WOOD FRAMMO AND BUILD DOWN WNE4E REOUIRED. IT OTHERS INSTALLATION. ANCHORS k SCREWS TO BE PLACED 6 IN. FROM CORNERS k 2. IN. O.C. MAX. A A) USE SUCCHRZEO ACRr.IC CAULK OEM" WIDOW PLANGE AT HEAD. SILL k JAMBS. WINDOv FRAME JAHI u eCAULKIfiv.-N 5) USE SIIICOMLK iEOACRYLICCAL" FOR PEWEtER SEAL AROUND EXTERIOR Or W!XWv FLANGE L ' D FUCK I A MAX. 6) 0•.L SSTHICKNESS MAY WART PER ?HE REOLURLM[NTS Of ASTU E1300 CLASS GLAZING ErOEDTPSHIVSPACEC-44MSINGLE OLA-94 IS SHOWN. 044144704 QM —is ALSO OUALSIED, 7) BUILD DOWN AROUND CuMEO PORTION OF wINDOW FRAME TO 8E ,ENGwEERED DT d OTHERS. BUILD DOWN MUST BE OF SUFFMI STREN=k to ADEOLAATELY PEXXTER CAULK TRANSFER LOAD FROM WwODW TO THE S7MfCTLIRE. 1) FLO*" EXTRUDERS toDo SERIES DESIGNER woeow SHOrm. MIS PRINT ALSC APPLIES TO FLORIDA CXtWXERS 1750 SERIES k 20DO SERIES, T OTHERS 1) ELEVATIONS SNOW COMMON CONAGURAIC"S. IT IS NOT RAFNDEO TO LIMIT USE OF CRET CONCRETEOR SHIMAS KO'D THIS PRODUCT TD THESE iW0 CONrX;URATIa(S. Tw5 SHEET APPLIES T9 ALL PERtHCtER CAULK r4 SEE NUM ftT*dRTMAT WFACMESTCMO. THE, 1000. 1750. k 2000 IT OTHERS 3T CTHCR> S. eWRIES1N BE 10) WINDOW UNIT CAN ALSO BE MULLED t0 00 DARTS USING ALUMINUM TUBE WINDOv rRAHE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. vWDOv WIDTH I HEAD EXTERMA FINISH SECTION $- B IT Or OCRsWRIOOW EXtf47OR v: NDOv rRA: c Sal EiIHETER Ch.T.K IT OTNEP.S EX. MOR IN TCTHC1tSGLAZING ( TTP. SEE NOTES) SHIM AS NMI SEE NOTES) CAULK YTVEEN d vm&. LANGE ITWOODCALR, KK It?. WOO HAS ~ OPENSNG ITOtHEISCONCRCT F DR SEC i iON A —A IT 47'cls 6uCK HEIGHT t/•' Mfas. SHIN yA.F EXT-F,IOR ELEV,1w+ION 4 L 1-1/ ' M IruE/NTRALF;,r WDA B. 0 4 F ONC IT W. XAN. ' U A"'! "''i(A jS:L71tTi: LUCK' IT OTHERS o ar` - 1n w' Y-X N e MASSIj f L IMSTALLATIOmANOV246' DIA tAnON T^'r • A no, WIMMw WIDTH A I WEIGHT HEw)+ t B B A. EXT;' FIr= E° - ION 9 CAULK 1CMIND FIN C 'HERS MIHO By Tv0 )T BUILDSYETDOvn )T OTKRS AB INSTALLATION SHIM AS SIMIAKIMSCREWttTaciEtMOTH? 1/•' Mx 1aM SPACE EXTERIOR FINISH . T OTHERS 1CRIMCTCA CAULK IT QTHERS rIN.rRAMC HEADER GLAZING CTYP. SEE Notes) CxTERIOR PERIMETER CAULK BT OTHERS Ex7ER1DR rTHIS" IT OTHERS IB tmSTALLATtOM ANCOR SCREV CTYPJ SMEAt/ IENG — By OTHERS FIN rRAHC SILL SHIM AS REO'D.- Stt NOTES) / i L. Vr HWt XxSPACENotts, 1) SAM AS AM). ADJACENT TO EACH INSTALtAT10h ANCHOR WITH LOAD BEARWC SHIM. MAX. AL.LOWAUE SHIM STACK TO BE 1/4-, 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE SAX00 CO ACRYLIC CAULK, KKwD WINDOW FA AT HEAD. SILL k JAMBS. A) USESIJCOHIIED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW FRAME. 5) GLASS IMICxHESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CMAATS. SINGLE OW04 a SHOWN. INSULATING CUSS S ALSO OUALWIED. 6) SCREW ANNORS AT MEAD. -SILL k JAMBS 9 0AD BE 16 SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. I IN. INN.. EMBEDMENT INTO WOOD FRAME. PLACE /S SCREW ANCHORS.6- FROM CORNERS AND tA- O:C. MAX.. 7) BUILD DOWN AROUND CURVED PRTION Of WINDOW FRAME TO Be ENGI/EEREO BY OTHERS. BUILD DOWN MUST K Of SUMCIENT STRENOTM TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE, B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER vnNDOw SHOWN. -TmS PRINT AM APPLIES TO FLORIOA t7iTRUDERT 1750 SERIES k. 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIOURATIONS. IT IS NOT INTENDED TO LIMIT USE Of THWSPRODUCTTOTMESETWOCONFIGURATIONS. THIS $MEET APPLIES TO ALL COWCLIRATIONSTHATGINBew"ACTURED FROM THE 1000. 1750. k 2000 SERIESDESIGNERn= WINAOW FRAMING SYSTEMS. 10) WW 06W UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. qj ----, TWD IT FRAMING EXTERIOR ELEVATION of OTHERS j II" r+i. CAULK BEHIND FIN 4r"' T11' i••• fir TLI ya x+;yV Awl i crral ' 7CD!4n • SECTION A - A F # f 5i 1/H' PAX. SPACE SHIM AS REO•D - SEt NOTES? FIN FRANC JAM3— GLA2M (TYP, SEE NOTES) INSTALLATION AMCMDR SCREW CIO.) T VO IT rRANiNG Y OTHERSCAULK )CHIN) fix v OgCRGt SHHEAT . Y CTMCRS EittRTOR ExTcj! p FINISH By OTMCRs vtNDDv vIKM , PERIMETER CAULK SECTION by OTKRS EXTERIOR ELEVATION FLORIDA EXTRUDERSFFODD, INTERNATIONAL. RIDATITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, S 2000 SERIES DRAWN BY: B $ j APPROVED BY: DATE:02/ 14/02 SCALE:NTS DWG.: FLEX0037 Ift•-ANN M I -ow Mo.dn. mo NM ftx. P. A.+N, u4 NM. 'cor , to"j. W. not w NN.60 y Mt M.m CONCRET£ DR SKIM AS RE'0'D _ MASONRY OPENING (SEE NOTES) BY OTHERS CAULK BCTVECN DOOR "" t VOOD BUCx CAULK ICTWEEN PCRINfTER WOOD SUCK t CAULK BY MAS'Y. OPENING CITKfRT BY DTH£RS sTuE Ir OcOTHERS o I INSTALLATION ANCHOR e8 SCREW (TIP. WHERE — TAPCONS ARE NOT R£O'DJ INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR B SCREW (TYP. WHERE ONE By WOOD TAP:ONS ARE NOT REO'D.) DUCK DY OTHERS F-1 1/4' MIN. CM3EDKENT SLIDING GLASS DOOR FRAME ri/A' MAX. JAMB p I SKIN SPACE SLIDING GLASS DOOR FRAKE WAD 61 Li 7CmPE` GLASSREDTP.) 1 DOOR MEIGKT SLIDING GLASS iDODRFRAME ' IL 9 L TEMPERED GLASS T YP,) PERIMETER CAULK BY OTHERS r S.G.D. WIDTH t/N' MA1. SHIM SPACE 1/1' KIN, EMBEDMENT CONCRETE OR MASONRY OPENING BT OTHERS ONE By WOOD INSTALLATION ANC)-RBUCKBYOTHERS 7 CAULK BETWEEN 346' VIA. TAPCON WOOD SUCK t MAS'Y. ,CPENING BY 07HERS 1 CAULK BETWEEN A;DING GLASS DER C CAULK yi]P BETWEENCNONALL $ TRIPQWOODBUCKt MK STRIP t MAS-Y. OPENING Q WOOD IuCK BY OTHERS SH:M AS-REO'D. I SEE NOTES) 1-1/4' MIN. EMM)MENT G 1 G 4 INSTALLATION ANCHOR T 3/I6' DIA. TAPCON CAULK BETWEEN DOOR FLANGE t vWD BUCK CONCRETE OR SUCKlbyWOOD S MASONRY OPENING STUCCObyOTHERSBYOTHERS B.Q.AFR7CMPERED GLASSTIP.) K"" j"+'+'A-AS SLIDING GLASS DOORirJINTERLOCK MASTER FILE# „ HOOK STRIP DETAIL I) DOOR wTERtAL. ALWIMAT ALLOY 4"1 D) TA/Ea1 TTPC INStALLAIIC N ANCHMS MUST K Of SurrICICNT LCROTN TO ACHIEVE ION CMKOdMt Of 1-1/4'.DRO MASONRY OR CONCRETE. p ALTERNATE 1APCOM TNSTALCA7mH mooks-FRDMt TO mcg IN ALL rums 'ADacti TAKOi ANCNit cwRt of DAM w THIS SKCT. S) USL SI ICONIMA ACRYLIC. CALLic KHIND TDTOR rUAWA At NCAD L J04S. - 6) UM SILICONIIED ACRYLIC CAULK FOR KRDCTCR SEAL AROtAND EXTERIOR OVOOOR . .. 7) If c0zl Dot SIZE IS NOT LISTED IN ANCIQ CHART, 4C AHCM3(•OvwTITY,LISTC9 WSTH ME1T LARDER SI£C.'ro-THC APPRPRtOAT1C CSSON 1M & R E O.A.RC.. 1) nm POCKET DOOR SINS USE CLOSEST D?ASS DOOR S12C L COKIGRATIOM TO fIMSm<D CK"4 PLACE • Tocomi IN FRONT or Am StINJ AS SHOv)t ... S/ LASS TMCKNESS NAY VARY PEN RCOLMMCNTS OF.ASTM, M GLASS CM RTi ImALLFACTORTAftICOAXESNOTKSwHATCOFORTACOH ,wont VIOLLD X FLLCO WITH to scnn' Of AffTCICNT LENGTH TO PROVIOG MIN US' EMKDCNT INTO v00D riCK. 11) AOOR WIT IS APPROVED US" TCMPMD OLASS IN SINGLC 2AZCO OR INIMAT04 CLASS IV AANA / SILL COIL" ARE TO K XALCD VStM A SHALL JOINT SEAM SCALCIL fl.) STEM AS REO,& AT CA. SCT Or'INSTALLATION ANCHORS w1. ALtOVAKE SHIN STALK TO X 1/+'. _ i+) ALL INSTALLATION AHCtiDRS MUST K VAX Of CORROSION RESISTANT wTCRIALS. IS) • VHKK '1' WftCSCNTS MOVU4 AKL ANS -W RCMSCMT.S 1`11E0 PANEL A PWVtO A - 0' L'RWTOURntIONSARE AS LISTED ON ANCHOR CHART ON SACK W THIS SHCCT. ' A) NO? ALL CONfm)RATmwt LISIC0 ARQVC ARC SHOvM D1 THIS DRAWING. MOVCVCR INSTALLATION 1 EX TERIORELEvA':ON SECTIONS -A A% 11-11, L HOOK STRIP XTAL Oft? to INSTALLATION Of ALL APPROVED E`, 3CDMENT 2 PANCL DOOR VOWN 17) COKmINSTALLSTALL IONSS. ATI tA/COlINCACN I IR or fKtO1R APPLKD WSTALU1104 HQES IPaGit NOTED A f . p 1-1/+' M:N O'NNLRVIX ON ANCHORCHART, SCE DACK Of THIS slat. . G A ... It) hORIDA EXTRUDERS TWO SLAVES SLIDING G6AS2 DOOR IS SHOVw THIS R:M ALSO APPLIES TO IOW ZCZMS AND SW'SCRlEi ...... . __... I REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY UNDER L OP I D A OR SET TkG UNDER SILL INSTALLATION ANCHVI \ INT. INC. $ANFORD FL. DR C01 SILL IN BCD TITLE: SLIDING GLASS DOOR OF CONCRETE 3/16' CIA. TAPCON SECTION A —A N INSTALLATION WITH TAPCONS DRAWN .BY: $ APPROVED BY: 27.002; DATE: I0/25/0I SCALE: NTS IM /: FLEX002. t wA M Mk=&? L AA!LiTAttbH c".aef"r, be 2L INTLRwTt&— AM.-_ SU/tt AR. K0412v. ROR::A. 327•4.. N67-1CS-03AS IAA q1-6:S-0366 i INSTALLATION ANCHOR '— DOOR WIDTH i-i!A' MAX. SHIN SPACE INSTALLATION ANCHORSHIMASRE'O'D s8 SCREW I TWO By WOOD s8 SCREW S EATMING ISEE NOTES) _ I-I/8 N!N By OTHERS By OTHERS EMBEDMENT TWO Or WOOD CAULK BETWEEN or OTHERS DOOR FLANGE TWO By WOOD SLIDING GLASS t OR rLA G By OTHERS DOOR FRAME JAMB CAULK BETWEEN MOOx STRIP t SMEATMING SLIDING GLASS DOOR SHIM AS REO D. NOOK STRIP r./4% SEE NOTES) Aii SMIN SPACE INSTALLATION ANCIIDR.. r8 SCREW EKIED+LN STUCCO EMBEDMENT TEMPERED GLASS tTYP.1 CAULK BETWEEN OR SIDING DOOR FLANGE By OTHERS L SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BT OTHERS OTHERS PERIMETER BREATHING By OTHERSCAULKIT TEMPERED GLASS TEMPERED OTHERS STUCCO tTYP OR SIDING STUCCO OR SIDING' GLASS tTYP.1 By OTHERS SLIDING GLASS DOOR By :OIHERS L r wT A `. 7 iCJ:.aA. ti. . S. INTERLOCK DOCK k''iI?Jr:r P?r HEIGHT SECTION B-B HOOK STRIP DETAIL:_. ' GH9 ID,4 uD SLIDING. GLASS. DOOR FRAME stu D tabs' ..... , ._. _..:. • , ,, U QOQR N•TCR1AL• ALYNIN197 ALtOr foc>, .. ... _. 21 AD 04TALLAtION KRCWS NKt K Or' S17rr M-47 LENGTH TO ACMICVC HIM, CNKOKOT ._ . . Or 7N/R'. INTa .v0t10. TNCON_tYK DW ANCIANtS At. SILL rRM K OrWICKNrLENGTHTOACNICVCKIN, [N1cYKTT7NOr 1-V4' INTO "SONNY tit tONCKIC' •: .... .......... b U41ALLATMN ANCHOR CHART ON DAES W tMIS SWEET, - . 41 USE 231.90142E0 ACRTLIC CALUt KNNO DOOR ft-WA AT HOAR t WBDiSHuSCILiCOMOACRTLICCAULXTONKRIKTERSEALAPDLi70.CXTCRIOR Or 000R .. 6H IF EXACT DOOR SIZE SS NOT USTCO IN "ANOOR MART, 1.'K AKPOQ QUANTITY LISTED VITN NEXT A . r0! OCNET PSEMMODORSIZESUK. CLOSEST ITIMAS USE L COKIGURAi•IQN TO nmi;ci OKN7rG . LAC{ INSTALLATION Akows. IN rRONT Or 7COX STAr •AS Dawk . . p GLASS THCXNCSS HAT WART KR MCOLO KHCNtS OT ASM C13M TAASS CHARTS I`' 07 • I= UNIT IS APPROVE* USING TEWEAf D.OLATS IN SiNGLC GLAECa 0" T%UL*TU4 6i4110, JW /'STLL CONMRS AR _ C t0 K SCALED.vil" A S L4" 'KAN SCALER 117 WR AS R{Q'D. At CA KT Or INSTALLATION AI CFM MAX. ALLOVAIRLC SHIN SUCK. TO .IC 114•. 127 ALL INSTALLATION AKKNs MVST K NAtt Ot pRROSkN RCfiiTA7i7 MATERIALS11, W,ER{ X• RLIRESCNTS MOWING 14*4L ANO V, PCM%CHTS rTXES PANEL, A"CVt0 ... CO4rI&*AtOi4 ARE AS LKtED M ANCHOR CHART ON, DACE ar. Toc. SHUT. EMBEDMENT EXTERIOR ELEVATION "' SECTIONS c•A=:'. 'S 1Qt Tao irRtPDCTAAX A toMIA IWAVING,T" A: _ o ATI .. . 9 O A ' M -11/4IN. CON1A tz"v. fArEl'DOOR SHOWN ri, FLORIDA XTRUOCRS lowSCRSCS SLIDING GLASS ODOR Is S,Ovp Rif PRINT ALSO APPLIES TO 000K' - 2RIS. AHD S00SCRICi :,.. .-. _ _ ....., _..:. _ t REV DESCRIPTION I DATE . INI EXTRUDERS LIBERA7_ LY APPLY - CAULKY4 U4DERSIuINSTALLATIONANCHOR FL R 19TT9 D A. INS[. INS SANF6RD FL OR SET SILL IN'BED OF -CONCRETE 3/16' DIA. TAPCON, TITLE. SLIDING GLASS.,DDOR to._. ......_ -- SECT' IOW' A-A a INSfiALLATIi}N' WITH" p8 SCREWS..__. DRAWN.BY: SBAPPROVED BY: t F 1. ZI 2 ATE: 12/17/01 SCALE: NTS DWG /FL£Ir 7 SHT I OF IAtr.KR n• ADRt7Cr a ANLx tf0. Im"wRMO. Mi. 217 wt{A-tI01ML MAVT. SAM Ix ,KAtADv, rLQt1I*. 3v.•. -81- S•47ti ru .0.RH9.0144 lODO P.Y DESIGNER 1000 P.VJDESIGNfR APPUES TO HEAD & SIU- WHERE I' X 4' SILL t> YPa SILL CTYPa AUXtLWRY PLiTE DETAIL C do 2' X 4' TUBE MUUUoNS ARE USED SELF ADDMM41L ANM=, VWX RCOVU= TAPPING SMS TAPPING SMS O SHEATHING i X 2 X •1/8 1 X 2 X 3/8TUBEMULLIONTUBEMULLION © O i INSTALLATION ANCHOR so WOOD ItA.L3O SCREW CTYP.) EXTERNAL MULLION INSTALLATION CLIP w1v 6 s tt8 X 3/• SELF N8 X 3/4 SELF TWO BY WOOD L TAPPING SMS TAPP11 i sr+s BUCK BY OTHERStMUION1000Sxlow, j MEAD CTYPa HEAD CTYP.) 1000iVtNWVF ,SECTION A —A (I SECTON ' A —A (2) SILL cnPDESIGNER I MULLION 1000 P.W./DESIGNER 1000. P.WJDESIGNER 68 X 3/4 SELF nEX MEAD A SILL WMM V X 2' 4 To SDI CTYPa SILL CTYPa . TAPPING SMS DETAIL B t 2 7/16', TUBE YtALpNS ARE USED 68 X 3/4 SELF •8 X 3/4 SELF 2 X 4 X 3/8 TAPPING SMS TAPPING SMS TUBE MULLION r,tAnw Ixa7/16X1/8 1X27/16X3/ TUBE MULLION TUBE MULLION ETVEEN TALLATEN AmcIm INDOV FL GE s8 wm' scwv s KILLIO+ mn VINZO FL N= CLIP t MlAU04 LEKBE;ENT 11/6• MR f ` 1 EMIEDrttT- S)t TAPPING SIs 1 Sx TAPPING SMS F HEAD ITYP.) HEAD (TTP.) #8 X 3/4 SELF VtMWV s SECTION A —A (3) SECTION A —A (4) TAPPING sm - r~ A L MULLION 5000 SA I= P.YJDESIGNER SEALANT BETVEEN * TAP MAIM IGNER MEAD-CTYPa SILL crna SECTION A —A (7) -- A 68 X, 3/4 SELF/4 SELF j TAPPING SMSIG SMS F* n+`-' A B1X4XLB1X4X3/8 LOTUBEMULLIONTUBEMA.LIZV``-`L14ANr3FAv _ FLORI A EXTRUDERuOn- S.. °IA SER; 1000/1500 FIN SHEET -I OF:'"2:.. . TRIPLE- HORIZONTAL-MULLION SECTIONS 68 X 3/4 SW 68 X 3/4 SELF i sx TAPPING sHs --= iboo SA TAPPING SMS SEE OTHER SIDE (SHEET '2 •OF 25,. FOR NEARcTYPaHEADcTYPaDESIGN PRESSURE -r ADCITIES SECTIONA —A (5) SECTION A -A (61 ,. ,... . 1 F ZI 1 DUVW aY: M SN _ r... A> IavED' air: DATE: 2/6/02 SCALt;:NTS - DxC.: IHMFINTR VD vutK,Es SOLO Pv !i>ESR TYPICAL MULLION To CoNatIE Q'.1 is, MULLION 1000 P.W./DESIGNER SiU. CTYPJ 4'OTUBEBWMM MULI]ONS1AREUSED)` SILL CTYP.) Q X 3/ 4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE OR MASONRY BY OTHERS1X 2 X 1/0 1 X 2 X 3/8 INSTALLATION ANCHOR 3Ii6' DIA. TUBE MULLION TUBE MULLION TAPCIFI SCREV ANCHOR iTYP3 4 SEALANT BETWEEN EXTERNAL KILLION VINWV ONE BY VD INSTALLATION CLIP MULLIONS CEMIALFOJRWA, B.O.A,.F. BUCK BY OTHERS LoRil3l. iPUDiE PS N8 X 3/4 SELF . 09 X 3/4 SELF buspR rMULLION 1000 rr l{ TAPPING SMS 1p0p S M ' TAPPING SMS _6 HEAD CM.) HEAD CTYP.) SCMANT P vLA SECTION A —A f I) SECTION A —A (2) t MULLDBI 1000 P. V./DESIGNER 100o P:V DESIGNER 1000 P.W./DESIGNERSILL CTYPJ I SILL CTYPJSILL CTYPJ Q 9 X 3/4SELF / M9 X 3/4 SELF TAPPING SMS TAPPING SMS t8 X 3/4 SELF 41— 1 X 2 7/ 16 X 1/8 1 X 2 7/16 X 3/9 TAPPING SMS L TUBE MULLION TUBE MILLION2.X 4 X 3/8 1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANT BETWEEN SEALANT KEN IAX TON s VINDOW FLLANTVEGE t MLLEON R8 X 3/4' SELF i8 X 3/4 SELF 1000 S.H. TAPPING SMS LL 10oo.Sk TAPPING SMS HEAD CTYP.) HEAD CTYP.)- SECTION A—AWIN= FLANGES f3) SECT10P1. A —A f4) 08 X 3/4 1000 PW DESI1000 P. V./DESIGNER TAPPING S SILL tTYP) GNER µ,ANT pE7VEEN I VIMDOW FLANGES SILL CTYPJ 1000 S.K M8 X 3/4 SELF t NULL M. N9 X 3/4 SELF HEAD CTYP.) TAPPING SMS I x 4 X 1/ 9 TAPPING I X 4 x 3/ 8 SECTION A —A (7) TUBE MULLION TUBE MULLION t . i— X 3/4 SELF SEL 1000 S1t TAPPING. SMS TAPPING THING SMS F . HEAD mrPaW-0 cm.) 18 2t Z SECTION "A—f4'. (5) SECTlf W,iA—A A. E6EVArM MEMFROM, EXTERIOR FLORIDA EXTRUDERS solo z- SER. 1000/ 1500 FLANGE ' SHEET 'I. -OF' 2 TRIPLE-- HOR I ZONTAL MULL ION SECTIONS..' SEE OTHER SIDE ( SHEET' Z OP 2) FOR DESIGN,.. PRESSURE CAPACITIES • , 0RA1IH Br: 11Si-I 8Y. DAM-2/ /02 SCe J, . KTS.:, mrc.: °,iHMFEGT9, 7 a APPUES TO HEAD & SILL WHERE 1' X 4' IL P.V DESIGNER SILL P.V DESIGNER & 2` X 4' TUBE MULLIONS ARE USEDSILL :CTYPJ SILL CTYPJ nlrl uRYPLATE a w AbBilru k ANocul vMrx RC0111Rfm 09 X 3/4 SELF #8 X 3/4 SELF DETAIL C TAPPING SMS TAPPING SMS SHEATHING I X2X1/8 1x2X3/8 TUBE MULLION O' TUBE MULLION SEALANT iIfTVEEN ' INSTALLATION ANCMgR 09 VOOD _ VRNDOV FLANGES MULLION SCREV (TYP.) L MULLION 0 _ 2. EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD ANGES - GENT, /L FWSMA & . . 1t9 X 3/4 SEIi118 X 3/4 SE BY OTHERS 1000 Sl1. TAPPING , SMS I= SA TAPPING SMS HEAD (TYP.) HEAD YTYP MANiJaANAB SEALANTBETVEENMULLION FLANCES SECTION A —A (1) SECTION A —A (2)MULLI 1000 P.V DESIGNER 1000 P.V DESIGNER / SILL ( TYP.) SILL (TYPJ s8 X 3/4 SELF $8 X 3/4 SELF 1000 P.V DESIGNERC r A TAPPING SM1X27/16 XI/8 IX27/16X3a S TAPPINGSMSSILL (TYPE TUBE MULLION TUBE MULLION 09 X 3/4 SELF L_ A TAPPING SMS 2x4k3/8 TUBE MULLION: . SEALANT DETVEEN ViNIOV FLANGES 1 1/8' MIN a. FULLIDN EMBEIIME SEALANT KTVEEM GIEWED FROM EXiER10R' MlA1 ID4 ETAlt R . •APPUES To MEAD t SN,L`*o=r I' X 2' YT t t' X 2 -7/16'-TUBE MULU" ARE %= 19 X 3/4 SELF LB X 3/4 SELF - .... _ _... - . . TAPPING SMS TAPPING SNS t000: SJi1000Sx HEAD ,lTYP3 HEAD CTYP3 SEALANT BETVEEN SECTION :A —A (3) SECTION A —A (4) ANCl10R ALLAiIQI VIMDGVFLANGES n vcoDsarN L MU. I.IDi Q7P 1000 P. V./DESIGNER SEALANT BETVEEN 1000 P.W./DESIGNER1bR1Z r SILL (TYPJ VINDOW FLANGES • SILL (TYPJ t8 X 3/4 SELF . L &LIONTAPPINGSMSt8X 3/4 SELF #9 X 3/4 SELF TAPPING SMS TAPPING SMS 100E S.H. SECTION A —A' K7) IX4X1/8IX4X3/9 t TUBE MULLION TUBE MULLION HEAD (TYP,> FLORIDA EXTRUDERS wnmNAVoNAj~ IN SAi ii' ORD.' fW10A' r 3 SOR. 1000/ i500 FIN .SHEET-1 OF 2:.. a8 1rIN 'HORI- ZONTAL MULLION -SECTIONS 1. l , r SEE OTHER SIDE (SHEET 2 Of 2> FOR t9 x 3/4 SELF,1e X 3/4 SELF 1• ;DESIGN:. PRESSURE .CAPACITIES TAPPING. SMS TAPPING SMS' 1000 .100E S3L .: MEAD cTYPa .. . HEaD QYPa. y ''= Ik1YN BY: MSH = APPROVED: BY: SECTION -A- A (Sl SECTION A —A (6) j•' DAiE:2l6/02 sCAtE NTS T;xc.: 1HMf INT41 8 SMV0 BETEEP, VI? MV FLANGES - L MULLION 1000 F,WJDESIGNER SILL (TYPJ wH X'3/4 SELF TAPPING W1S IX2X1/H 1 / TLieE MULLION S<A PNT BrMez914 Vzx V FLehL•iS' L MJLLIC IC9 X 3/4 SELF i- L400 S.4 IAPP1N0 SMS T tfxNii i k1•.) SVINIV9E+/ FLA?ZE5SECTION A -A (1) L w I.Llrk 1000 P.V DESIGNER SILL ( TYP.) KH X 3/4 SELF TAPPING SMS rI X 2 7/36 X 1/6f IN-i / TUBE MULLION SEALANT BETWEEN VIN wS"iV FLANGES- L KK9_LICN ti-* S X 3/4 SELF 1 0 S.H. TAPPING SMS HEAD CTYPJ SEALANT BETWEEN SECTION A-A1 VINIMVFLANGESL NULLfa% 1000 P.V./DESIGNER SEALANT BETWEEN JSiLL <TYP: VINW r FLANKS . its X 3/4 SELF L MULLION TAPPING SNS IJX^ 4 X 1/9 a. ti:JLLiCIN 1CG0 P•V•/DESIGNER S'. L L (TYP.) 6 X 3/4 SELF TAPPING SMS Lac: L3/7tt TYPICAL MULLION TO CONCRETE O JAMS' APPLIES TO JAMS WHERE 1- X 4' 2" X A* TU85 MULUONS AR: USED) Q CGNCR£ TE DR MASONRY 9YQTHERSI A.J f t I ONE v V'JCr_ STRA FLOWA .O.AF. f '':ONE BY OTHERS Q I mouncrum NAM, a I I 9 % 3/4 SE 106 S). TAPPING SMS vA F V # rt£A^, arP.: lTiis ate+ DjL a 8 r. LYSTALLATIGN iNICHOR 3/16' DIA. TAPZO I' EV ANCF•.OR'1'Tp. EzTCRNAL. NULLMN 1NSiALLAMN CLIP. kuLLMN Sr CTIONA —A 2i 1 i ! r-' - 5 I.Gr P.V./DESIGNER 100 OW /DESIGNER 1 SILL ( TYPJ SILL CIYP.) AH X 3/4 SEL•F- Q TAPPING SMS - a9 X 3/4 SELr I X 2 7/16 X 3/9 TAPPING SMS TUEE MULLION 2 X 4 X 3/9 T::$ E ML'LL'31'C 11/4' MiN. I' EM2E ME`i SCA, L4Nr BETWEEN VLNDW rLOGE.^ L ILL, WN 06 x 3/4 SELF 1000 S.K TAPPING SMS KEAD CTYPJ SECT IONA -A (a) r- 1000 P.V./DESIGNER SILL CCYP.) k9 X 3/4 SELF TAPPING SMS I X 4 X 3/9 UD£ t9 X 3/4 SELF `#$ X 3/a SELF I000 SA LAPPING SMS .. 100C SM...TAPPINC SMS MEA. 1 CTYPJ READ (TYP.) SE.^. T'.ON R.-A (5) c-t` t ... s I - sA-9 NE % 3/4 SELF TA° PING SMS 10i.: S.H. HEAD GYP.) t i SECTIONA -A (7iA-A7iVIeNEDFROMEXTERIORFLORIDA EXTRUDERS w E`KAT'o`AL- INC SANFOM, FIARIDA . T=: SER: 1060/1.500 FLANGE..SHEET -1 OF.. TWIN . HORIZONTAL MULL fON -SE&I[INS SE ur»ER S: LC SHEET ncET2 71F . c. FEE r :/R ESIGWPRI~ SSURE C,APACITJES.., . DRAWN BY: MSH APPROVED BY: FEf3152002IDATE: 2/411-12 SCALE: N-S Dxc.: • I HMFL ;TWA 7 1000 P.V DESIGNER SILL (TYPJ 8 X 3/4 SELF APtPINGG SMS Ix2x1/8 TUBE MULLION SEALANT BETVEEN vIMDOV FLANGES 4 MULLION V Efvmj i I • \— 08 X 3/4 SELFRANGES 1040 - TAPPING SMS SEALANT BETWEENHEAD (TYPJ WINDW FLANGES SECTION A —A (1) L MULLION 1000..P.V DESIGNER SZLL (TYPJ ' t8 X 3/4 SELF TAPPING SMS j —iiY" IX27/16X 1/8 TUBE MULLION UU=,=Jj v1NDo t MIALII t8 -X 3/4 SELF 1000 $Ji .TAPPING SMS HEAD (TYPJ SEALANT BETWEN SECTION A —A (3) VVGW FLANGES e .r+uLLION r1000 PWD£SIGNER SEALANT BETV£E SILL (TYPJ vINDOv FLANGES t MULLION tB X 3/4 SELF TAPPING SMS iX4X1/8 TUBE MULLION I- 7 t8 X 3/4 SELF 1oDD'sH TAPPING SMS HEAD (TYP.f .. . L'.MtAal'.i . /el IWO P.V DESIGNER SILL (TYPJ 98 X 3/4 SELF TAPPING SMS IX2x3/8 TUBE MULLION APPLIES TO HEAD do SILL WHERE T' X 4' k 2' X 4' TUBE MULLIONS ARE USED DETAIL C y SHEATHING INSTALLATION 08 VWD — SCREV.(TTPJ EXTERNAL MULLION INSTALLATION CLIP0BY - _ . t8 x 3/4 SELF' IY'TR1 I. F%.}A 13.0.`-"Ht1GK 8Y OTHER v LOW _ 100p SX TAPPING SMS. D'jANUFA{N1 uii i NHEAD, TION PJ / MULLIONSECTIONA -A (2) A r1000 P.V./DESIGNER SILL CTYPJ-- tB X 3/4 SELF 1000 P.V DESIGNER A TAPPING SMS SILL CTYPJIX27/16 X 3/8 L ATUBEMULLIONt8X3/4 SELF TAPPING SMS 2 X 4 .X 3/8 TUBE MULLION SEALANT BETtiEE VINDOV FLANGE MULLIm+ t8 X 3/4 SELF I0 S.M. TAPPING SMS MEAD CTYPJ SECTION A —A (4) 1000 P.V DESIGNER SILL (TYPJ • t8 X 3/4 SELF TAPPING $MS 1X4X 3/8 TUBE MULLION B N\— t8 X 3/4 SELF 1000 S.H. TAPPING SMS PLEAD •CTYP.> SECTION A —A (6) AUXWARY PLATE Croa ADD17MK1L ANOOM tin@ RCQAV_M IF 1 1/8' MIN. EMBEDMENT WPM FROM EXTERK)R DETAIL wPuls To H£M t SI L. x'NFRE 1' x r27/10 ,TUBE MULUONS ARE,USEO - -- ALLATIM AMCPM .. te•vODD sa:cv - Rrro Wmm amt8X3/4 SELF TAPPING SNS 1000 Sx SECTION A —A (7) HEAD CTYPJ spur ilk FLORIDA EXTRUDERS usrwA tOxat.; .WcSAMM _, FLORIDA Tom: SER.: 1000/ 1500 F I K -SHEET 1 -OF, 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2. OF'- 2),- FOR DESIGN PRESSURE .CAPACITIES• f. c DRAWN BY. MSH APPROVED JW. Wv,•.,.;,.+''' DAM-:2/6/02 ISCAMNTS DWG.f 1HMFIN 000 RV./DESIGNER SILL (TYP.) 09 X 3/4 SELF TAPPING SM.S IkP. X;/8 i TUBE 7fJLLMN4ESZ*-AtiT BETVECa V,tixW FLANGES' I L W.;LL--N i SCALANi IfTVEEN-' R8 x 3/4 =.FvIM;GV FLArrxi .. S.FL TA.PPINC SNS SEAULVT BE viE)r vwLD,: FL r SECTIO i . A—k (? jLMJLLI:p- rICCO P.W./DESIGNER SILL (TYP-' r 08 X 3/4 SELF TAPPING SMS IX27/16x I/8 TUBE MULLION SEALANT BETVEEI VINMW FLANGES i MULLION 1-08 X 2/4 SELF 1000 S K TAPPING SMS HEAD (TYP.) SEALANT BETVSEN SECTf0N A —A QVINDOVFLAK= 16 K)LLION 1000 P.V,/DESIGNER SEALANT BETWEEN SILL (TYP.) VINDOV FLANGES - w8 X 3/4 SELF i MULLION TAPPING SMS I X 4 nuLLELN r 1000 P.V./DESIGNER ) TYPfCAL MULLION TO CONCRETE 0 JAMP SILL (TYP.) (APPLIES 4 STC V9 MriLIONJESI- R +SEED) `7 r V I11i TAPPING SKSI + i CONCRETE OR MASONRY BY OTHERS 1ridX3ib { TUBE KULL' w"N ' ONEBY VOCD_ I 2U.cs''.OTHERS CENTRAL. FLORMA B.O.A.F. 8 X3/4 SZ_F I--oo S TAPPING SMS X ELV 1 ., iteftU ri j KA (T'rP.) 10:16A AF.Y772 ptaeoee SECTION A — A (2) ! e AL = Fairw I- 1000 P.v.rLES:GNER f + I SILL ( TYP.) i Q , I +13X3/4 SELF ! TAPPIN3 SMS r- 111110 P,V./DEVONER - ( I x 2 7/16 X 3/e SILL (TYP.) i r IE171 ` Tu?E MULLION ! I INSTA!.L. ATION ANCHGR 3/16' DIA. TA CGN S REV ANCMLR (TYP.) EVERNAL MULLMI, INSTA LATM' CLIP s8 X 3/4 SELF I cMBEDMEN7 BMIN. TAPPINGSMS 2X4X3/ 8 TUBE MULLION M—' LION I .. . R8 x 3/ 4 SELt TAPPING SMS cLEYAi} ON 10•- S.S. SECTION A -A (7) VIEV/EC FROM EXTERIOR FLORIDA EXTRUDERS CORD. FL40RIDA T SER. 10G0/ 1500 FLANGE SHEET, 1 OF 2 HORIZONTAL MULLION SEC' IGNS _ SEE OTHER S l D7E l SHEE- + 2 O 2" F LR B8 X3/ 4 SELF 9 X 3/4 SELF I *' TAPPING SMS "- DESIGN FRESS'JRc CAPACITIES 1000 • S.K .: ICOC S.N. i APP1.4G SMStHEAD (TYP.) HEAD ( T F,) DRAWN BYMSH APPRO VSD BY SECtIOU-A-A . W SECTION A• -A (, Ii _ . Z%1 ..;DATE 2J4J02 SCAMNTS. pwq,: IHM,FLG ` SEALANT BETWEENTNDOV FLANGE i MJLLV+ rt8 x 3/ 4 SELF 1. Ipap S. TAPPI.NG SMS HEAD (TYP.) SECTION A —A ( 4) r- 1000P. V./DESIGNER SILL .(TYP.) 48X2/ 4 SELF TAPPING SMS rIz4X3/ 8 11itL 51000SAiX2X1/8 1000Sx IX2X3/8 JAMB cTYPJ TUBE MULLION JAMB CTYPJ. TUBE MULLION TWO BY WOOD DETAIL C BUCK BY OTHERS to X 1/2 SELF as X In SELF 1 1/0' MIK i TAPPING SMS TAPPING SMS EMBEDMENT 2 X 4. X 3/8 SHEATHING SEALANT BETVEEN SEALANT BE7VEEN TUBE MULLION . WINDOW RAME WINDOW FRANC INSTALLATION ANCHOR #9 VOODMAiIONLIONSCREW (TYP.) 8 X 1-1/2 SELF TAPPING SMS 09 X 1=1/2 SELF TAPPING SMS EXTERNAL MULLION INSTALLATION CLIP SECTION A —A (1) SECTION A -A !2) . MuttlarN . . . 1000 S.M. 1 X 2 7/16 X 1/9 TUBE MULLION 1000 S.H. 1000 SA 1 X 2 7/16 X 3/8 JAMB CTYPJ APPLIES TO HEAD do SILL WHERE 1' X 4' do ' X 4' TUBE MULLIONS ARE USEDJAMBCTYPJJAMB <TYPJ TUBE MULLION APPLIES TO HEAD do SILL WHERE 1 ". X 2' 1' X 2 7/16' TUBE MULLIONS ARE USED 19 X 1/2 SELF N9 X 1/2 SELF 09 X 1/2 SELF TAPPING SMS INSTALLATION ANCHORTAPPINGSMSTAPPINGSMSDETAILB *9 VtmD SCREV TYPJ SILL CLIP VAMT BETWEEN t8 X 1—I/2'SELF SEALANT BETVEENVF I 8 V> FRAME TAPPING SMS E Md.LMN 1 . X -I-1/2 SELF NB .X '1-1%2 SELF. SECTION A —A (7) SWArNM TAPPING SMS A TAPPING SMS DETAIL C 1 SECTION' A SECTION A —A ('4) mD r 1 X 4 X 1/9 TUBE MULLION 1 X 4 X 3/e`. TUBE MULLiOFN B• f2"• AUXILIARY PLATE 0'OR ADDITIONAL . ANCHORS, WHEN REQUIRED) I000 Sx. 1000 S.M.FDA pJAMBCTYPJJAMBcTYPJ B8 SELF . TAPPING ` SMS <TYPJ .. ` DETAIL 9 MULL113N 8 X 1/2 SELF 118 X 1?2 SELF OTAPPINGSMSTAPPINGSMSVIEwEOFROMEXTEROR INTERNATIONAL, WC' FLORIDA EXTRUDERS SAMM, FLOI - - - xr171.E:SER. 1000/1500 FIN SHEET I OF 2 rtvEEN VERTICAL MULLION SECTIONS FRAME MULLIONs mv_ WINDOW ucw F 820 SEE OTHER SIDE (SHEET 2-OF 2> FOR N8 X 1-1/E SELF:.. rR8 X1-1/.2 SELF DESIGN-PRESSURE CAPACITIES -. TAPPIIG SMS SECTION, A —A (5) TAPPI *SMS SECTION A —A (6) DFAIFN SY:MSH APPROVED SY DATE:/Ue IscALE: NTS IDwo.: 1 VMF-IN ION SA - 1 x 2 X I/e 1000 r I X 2 X 3/8JAMa :TY?.) T'JBE MULL*0N JAMB (TYP,) TUBE MULLICN ONE BY WOOD_ .DETAIL C LS+:CK BY OT)'ILRC l A1/ t' EMBELMEMIN, 4 BY GTt-QS TPAX 1/2 SELF X 1/2 SELF NT14, ' ?PINGSMSTAPPINGSMS4I r— SEALPXT BBT VnNNLSEALn'-T. BETWEEN JsNa2`"t.' F+, A.k(ES \STAL;,ATIGN'AT^Hrq D+ MULLMN \ Z Mis.i 1 LAti LS --'t I 3%16' .A. IIE X '•!/2 S's:r !8 X 11/2 SEL% e K 4 X 3iE 7¢C13N SCR L AhCK4 =.) TA. pp1 : SKS AP? .¢ SMS J is M G '_.-_b_ i) s=Ia-A r2 ' I ,mot h4 ALA TII>a CLIP CAi M L-iGN TO CONCRETE O' kELb ItivLLlhI (Ao;:UES PO r+£AD r)c SILL WHERE 'I `X t /--1 'X•2 7/i6 X a6 i TUSE. 14ULL LON i X c 7/16 X 3/6 I= ZsL - J & 2" X 4 rUeE MULLIOIS ARE USEC1 1G^0 Sx 1!'0C S M, TUBE W.L"DMJAMB CTYP,) LAMP ( TYP.) JAM3 (T!P.) hTAJ .• I 08 X 1/2 SELF I rINSTALLAIIDN AN00 asx1/P SL:; a8 X 1/2 SELF TAPPING SuS ! 3/16• DIA T40CCiI TAP?4VC SMS TAPPING SMS I i Ij SC+ iEVANCHOR LTYiJ S: LL CLIP jj: L88 k 1-1/2 SELF SEAL 4NT B='.YEEN SEALANTiEtWEENSEALANTBETWEENTA?PIkG SMS VINORV FLAKES VDrIxIVRANC,ES VWDOV FLANGES i KILLImi 1 !%s+ MiN. i MULLICWl;<TIO%I A -A .i7i ` EMBEDMENT iMULLMN •i 019X1GiSMS ELF R9 X 1-1/2 SELF \ Q ) TAPPING ' SMS DETAIL C -• PRECAST SILL 8Y 13, RS .. SEC71ONA -A (S ! SECTION A -A i 4ij Y fff G.IXILIARY PI_ATr ' .. i X 4 X 1/6 i X 4% 3/S troR-ADD:TIC.NALANCHDRS, V-EN REQUIRED) TUBE MULLION TUBE MULLICN A O• yy+ is 1 A A 100C SN 13M S.M. JAMB CTYP.) JAMB (TYPJ . t I gg _r F i'-.pn;C \, / I q IInv ISMMS (TYP.) `— Ate t O 08 X 1/2 SELF r6 x 1/2 SELF VIEWEDELEVAM E TER;OR TAPPINGSMSTAPPINGSMS -- TLORIDA EXTRUDERS o RmA ITMY— SER. 1000/ 1 TO0._' LANCE: SHEET 1 0F 2 vER :.AL MUL.L.1LIV SE''Tl13NS S£A"XT BETWEEN SEALANT` BETWEEN L MULv FLANGES PILL FLANGES SEc LATHER SIDE ( SHE&" ()r V2) FVR iMULLION \ y - L M'..kLICh isx1-1/2 sELF - —SS x + 1/2 SELF DESIGN -PRESSURE : CAPACI.7tES.:"A. Tapp,, SUS TAPPDYG SMS - SECTION a -A :5l SEcT;0 A -A _IQ, FEB 1 DRAxx sY: rI4N APPFROVO By r l DATE:2 / 1/ 0 2. : SCALE- N T S DxaJ t V WL G 1104 S.r i I x 2 x I/E I:CB S-K - / I X 2 X 3/E Java (TYPJ .1 f TUBE MULLM%i JAMB (TYP.' , RUSE KI L;_ ';N NE X 3C- SELF TAPPINGaS1mSF 2 x x .3/8 - TAPP:.`1 SMS TOE MLtLMN sx S. — Sci.a' #.T %EN ScAI AN 'sE,v'LP I .",4! E (iYa: SV.NLGV F U;eieS ' WIN,, J rSAY c5 NJ x 1-I/& S--LFtVJI.f3Y L rtaa IsxING SMS1-#6 x I/2 SELF I Sms r."CMN A -A `i) A N ` SECT:i;.N A. A (.4i TYPICAL VERT;CAL TC r:OR'ZON'TpL MULUGN TO MULL+CN 1417'-LATICX =XW IX OR cX muLL i INTER,A% CLIP 1 ,i P( -OR. 2X MIJ.. L <TYP.) SECTION 23 sXTUdL7/r MIT LIC:: _ 6 k VS 1 X-2 7/IE X VE 1000 S.K. 'COO S.r . ^ TLH: MUL.iG f { INSTAL' , At=G A'+O= JAMB (TYPJ JAMB (TYPJ j( 1i N8 x 1/2 SELF s8 x 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SrEN.ANT BETWEEN WINDOW FLANGES VINIOV FLANGES t MULLION a K rIL194 #9 X 1-1/2-SELF TAP•PM S•vS TAPPING SMS. SECTION A —A (3) SECTION A -A (4) 1X<xlie IXsx3/8 TI13E M'JLl 1']N kn T SEALANT 3iTVEEN - I , ;AS' VIA TAPC$! VINMV FLANGES %I@ X 1-1/2 SELF I SZRCV AN00 4TYPJ i .4JLLDMN TAPPVC SMS ; SECTION A -A (7 '{ sr" cLiF Loa5L sm, -I 1(w S.M. 49 x 1/2 SELF I18 x 1/2 SELF TAPPING SMS I TAPPING SMS SEALANT BETVM SEALANT BETWEEN vINIGV FLSNN;E1 VIND3V FLAMES be x 1-1/2 SLL. a,LLII>I( .. _.. i MULLION.. .... .. s8 X 1-1/2 SELF TAPPING SM,; SECTION A —A ('TAPPING SMS SECT+ON: A —A (El Q 1 1/4' NIK A . EKBalk4ENT PgECAST SILL BY QiMERS fr 9tLS AUXILIARY' PLATE 1 I (F'.A 4, T` TMKAL AW_4 S. WHIN REOIIIREDS T - O" fI O Die S• IF: TAPPII G Y , Asr H£^ FROM EXTERICR FLORIDA EXTRUDERS. iw°z• oRnk jMMSER I(7©6%1500 FLANGE SHEET, 1 OF_;-.2 If VERTICAL MULLION INTO HORIZONTAL' t/ SEE .OTHER S ILt c SHEET" 2. OF 2) -7, OR'' DES I GN-. PPE4LURE CA AC I,TIES . FEB 1 s M2 DRARN BY: MSH APPROVED ,BY R , f Jr. -- ----- --- --- - .... _....._. _ SEALANT KrwfEEM VINDOV FLANGES TM,DUTMkik APPLIES TO HEAD & SILL wMERE i' X 4" do 2' X 4' TUBE MULLIONS .. L nill.tON AUXILIARY PI ARE USED 2000 P.V./DESIGNER 2000 P.V./DESIGNER Im AKH-vwr aOUMO) SILL (TYPJ 0 X 3/4 SELF PING SMS 08 X 3/4 SELF TAPPING SMS SHEATHING TUBE MULLIONTUBEOTAiX27/I6 X 1/ 8M., f X27/16X3/8' MUIIIQN fl d INSTALLATION ANCMW t8 VOOD SEALANT VINDOV FL TVEEEN O scaEv cTYPJ MAUL N EXTERNAL 'MULLION TV0 BY VOW D(STALLAT 1 CLIP BUCK BY •OTHERS X 3/4 SELF X 3/4 SELF PING SMS TAPPDC SMS HEAD <TYPJ HEAD (TYPJ 2000 P.V./DESIGNER MULLION SECTION A —A 1 SECTION A —A (2) sn.l <TYPJ A9PUE1 TO MEAD 4s SRL wNERE t' x 2' I*x x 7/1r. TueE auwoks ARE UM rs X 3/4 SELF TAPPING SMSSWArOG 2 X 4 X3/6 5E TUBE MULLION B. ®. ALLATMN ANC1 Lq W= SCREV q FL®ID SEALANT DE•TVEEN VINIKIV FLANGE t NuutDN MWINpittZ CLIP. IxDzMANiFACs rLp/O ME I , t fit• Trot111o0[grENi f, SEALANT SETVCCN SEALANT BETVEEM ANGES S 08 X 3/4 SELF TAPPING SMS 1LVINpovNULUONMULLIONEel2000P.V./DESIGNER 2000 P.V./DESIGNER 1000 S.H. HEAD (TYPJSILL (TYPJ 3/4 SELF SILL (TYPJ SECTION A (5) TAX7APPDVG SMS t8 X 3/4 SELF —A TAPPING SMS 1 X4X 1/8 1 X 4X3/8. TUBE MULLION TUBE MULLION FLORIDA- -EXTRUDERS °A SER. 2000 f I N SHEET t : OF 2:: - T ti'td- HORIZONTAL MYLL I ON SECTIONS to X 3i4_ SELF to X 3/4 SELF SEE OTHER SIDE (SHEET 2. Of 2) FOR TAPPING SMS1000S.H.ID00 TAPPING SMS DEV GN : PRESSURE=iCAPAC I TIESQ WAD <TYP.f _... ...... SECTION A —A (3) SR MEAD(TYPJ 1 E8 26002 SECTION A (4) DRAWN BY: MSH APPROVED BY: A DATE:2/6/02 SCALE:NTS DWG.: '2HMFINTR L M TYPICAL MVJ" TO CONCRETE'O "a APPUES TO JAMB WHERE I' X 4'. DETAIL e do 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P.W./DESIGNER 2000 PN DESIGMER SILL CTYPJ rSILL CTYPJ CONCRETE OR MASONRY; M8 X 3/4 SELF / M8 X.3/4 SELF HY OTHERSTAPPINGSMS . TAPPM SMS1X27/16 X 1/8 1 X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DLkTUBEMULLIONTUBEMULLIONr. TAPC@1 SCREV ANCHOR (TYPJ ONE BY WWI) EXiERMAL.MULLION x SEAL,wT:BETVEEN BUCK BY OTHERS J INSTALLATION CLIP SEALANT 1ETVEfN NAPPING' 3/4 SELF ' Y , -L .,L- ATAPPING'SmVONOVFLANGES rKILLIa! 2000 S.IL — 2000 P.V./DESIGNER 2000 P.V DESIGNER HEAD CTYPJ zSill. (TYPJ -SILL CTYPJ SECTION A=A' (5) M8 X 3/4 SELF t8 X 3/4 SELFTAPPINGSMSAPPDiGSMS 1X4X3/8 TUBE MULLION TUBE MULLION V14WEO . FROM EXTERIOR SMANTWT VINDOW "tea " FLORIDA.; EXTRUDERS SSANrolw°a't`,oRmAMlLLD1N - - TTrM SER. , 9G;Q,;FI ANGE SHEEN= i ,_i3F 1 s ; TRIP.. LEhHQRIZONTALMULLION SECTIaNS,:. , lvN8X3/4 SELF _ 08 X 3/4 SELF f 2000SHTAPPINGSMS20 SA TAPPING SMS V V• SEE OTHER SIDE <SHEET- 2. OF 2) FOR Iran cTYPj_. HEAD cTYPJ DESIGN PRESSURE CAPACITIES SECTIONAA (3) _ SECTION A A ,(4) p gxx BY. MSH 20DATEa / 02 _ BEhItE: SITS--• Dtrc.:2•IH L-GR._.- _ , 2000 SA I X 2 7/16 X 1/8 2000 SK I X 2 7/16 X 3/8 JAMB (TYP.) TUBE KJLLIGN JAMB (T;3 TUBE K)LLMN DETAIL TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION 0 X 1/2 SELF #8 X 1/2 SELFX TAPPING SMS TAPPING SMS INSTALLATIC INTERNAL CLIP 2 X 4 X 2/6 T62E KILLUIN SEALANT SETVMN SEALANT ICrVCrN go X1-IA %ELF 000 SA WlNWv FLANKS VVMW, FLANGES vNULLMN &- MA.LIM TAPPING,SMS JAMB (TYPJ L -2X -MULL tee X1-1/2 SELF IX. OR TAPPING SMS DETAIL 0 X 1/2 SELF SECTION A — A (I SECTION A -A J2) TAPPP4 SMS VWAUAnCW ANOW Kk TAKM SCREV ANCHOR CrYP.) I X 4 X 1/8 1 X 4 X 3/0 SILL CLIP TUBE MILLION TUBEMXUCN 2000 S. K 2000 SA SEALAMT 9ETVM' $8 x 1-1/2 SELF I t/4' WK PPING usTAJAMB (TYPJJAMB <TYP.) 6 KLLMN accu4m SECTION A — A 151 PRECAST ML BY aTl, 4 x 1/2 SELF #8 X 1)2 SELF AUXILIARY —PIS TAPPIING. SKS TAPPING M SMS WMAWITMMLANOMS, VMREUMM 7o -- SEAIANi-BETVEdN stm- tmr wrvm. 88 x I-1/2 SELF VINDOV FLANGES VINDOV FLANGES TAPPING SMS 0. MLLLMM MULLMN 48 X 1- 1/2 SELF A A TAPPING S14S KLL 2401 SECTION A —A ( 3) 'SECTION A —A (4) tksmr TAPPING SmS CTY. DETAIL I 81VATI VIEWED FROMEXTERIOR O.A. IFLO FLORIDA EXTRUDERS., V sue, ANGE SHEET, /V--13F2 TmL 2000 KVERTICAL --MULLION INTd:' kffR'12J3?4TAL:,,::. SEE OTHER M - SIC $HEETR-.2--OF W-FOR ,; A - DESIGN -PRESSURE -CAPAClTjES-,;..." 18920162BY- JBH JDAM-2/2/02,_ ISCAMNTS,.- IX OR 2X MULL Ii APPLIES TO HEAO & SILL WHERE I' X 4' at KN ew a TC & 2' X 4' TUBE MULLIONS ARE USED FCj AA JA OW ADUITMWA. MC OU. WMDM RCOUIREB) DETAIL Nam: MUA. SHEATHING Fio/ e/oA fX774 D V1NWV FLANGESKTVE mA 6m FM L MU,LiOM , INSTALLATION ANCHOR t8 WOOD 2000 P.V./DESIGNER 2000 P.V DESIGNER uLuoN .SCREW (TYP.) SILL ( TYP.) SILL 'CTYPJ NT# A' x 3/4 SELF 18 X 3/4.SELF EXTERNAL- MULLION PING SMS TAPPING SMS INSTALLATION CLIP TVOBYWWI) BUCK BY OTHERS IX27/16 X 1/0 1 X 2 7/16 X 3/8 ' TUBE MULLION `TUBE MULLION SC: ALANTBETWEEN j MULLION _ WINDOW FLANGES MULLION DELM 2000 P.V DESIGNER I A SILL CTYPJ X 3/4 SELF08 X 3/4 SELF PING SMS 1000 &K TAPPING SMS /— 08 X 3/4 SELF A ' l HEAD ( TYP.) HEAD (TYP.) / TAPPING SMS 2 x 4 x 3/e SECTIONA —A (1) SECTION A —A (21 TUBE MULLION EMSEDMEN SEALANT BETWEEN VINDOV FLANGE VIEM FROM EXTERIOR MULLION DETAIL APPUES TO MM !--UL WMERE T' X Y t..i•...x-2 7J16 TU88 UKL MS ARE USED SwArAm SEALANT BETVEEN SEALANT BETWEEN VDVDOV FLANGES VIMDOV FLANGES AWTIDM ANOOR L. MULLION' L MULLION ...tY V= SCREW mr 2000 P.V./DESIGNER 2000 P.V DESIGNER k$ X 3/4 SELF CLY SIII (TYP.)r SILL (TYP.) TAPPING SMS N8X3/4 SEIf / k8X 3/4 SELF TAPPING SMSTAPPINGSMS1000S.N. SECTION A -A (5) I X4X1/8 • 1 X 4 X 3/$ HEAD (TYP.) TUBE MULLION TUBE MULLION ENICOMENT ui UMTIONAL. INC FLORIDA EXTRUDERS - suoRv; t:OxlDa t A . TccLE: SER. 2000 f I N SHEET I OF .2 . ;. Y.. TWIN HORIZONTAL MULLION"SECTIONS SEE OTHER S I DE < SHEET. 2 OF :2) F'OR . k8 X3/4 SELF a<$ X 3/4 SELF P loon S.M.TAPPING SMS. loco TAPPING SMS r DESIGN PRESSURE C>a AC I T I ES ; E8 HEAD (TYP.) MEAD (TYP.) = DRAWN Y. Ms APPROVED: 8Y SECTION A -A ( SECTION A —A (a) DATE:2/6/02 SCALE:NTS' 2HMFINTW 1 1 i y 7sTYPICAL. MULLION TO CONCRETE • AMS' X TOTUB BIBLLIONONS' USED) . Q CONCRETE OR. MASONRY' ! 2000 P.V DESIGNER 2000 P.V./DESIGNER BY OTHERS SILL (TYP.) SILL CTYPJ D45TALATION AMCHM 3/16' DIA M8 X 3/4 SELF N8 X 3/4 SELF. TAPCIMI $CREW/ AN*W <TYP3 TAPPING SMS TAPPING SMS ONE BY MOODt EXTlwK MILLICIN1X27/16-X1/8 1X2746X3/8 TUBE MULLION TUBE MULLION DV3TALLATION JCK BY OTKRSVINDMOVFL Q SEALANT K VECK SEALANT L MIAAMN L NULLIOM 2000 P.VJDESIGNER SILL (TYPJ 48 X 3/4 SELF.. 8 X 3/4 SELF #8 X 3/4 SELF NAPPING SMS 2000 SX TAPPING SMS 2000 S.H..TAPPING SMS 2 X':4 , X 3/8 HEAD CTYP.) HEAD (TYP.) TUBE, MULLD,P1 Q _ SECTION A -A (1) SECTION A —A (2) SEALANT BETWEEN L1 1/4' MIN. VDWOV FLANGE EMBEDMENT L MULLMN . Iaaidi,C NAM. FLv p,,<iITR y es — ETAEL E 08 X 3/4 SELF . { ASEALANTBETWEENTAPPINGSMS ; VAWOV FLANGES L MILLION 2000 S.M. 2000 P.V./DESIGNER 0." GNER HEAD CTYPJrsuLmPJSECTIONA —A (51 - I #8 X 3/4 SELFX 3/4 SELF TAPPING SMS PING SMS 1X4XUsIX-4X3/8 TUBE MULLIONTUBE VIEWED FROM .EXrMOR SEALANT BETWEEFLORIi A EXTRUDERS:"oxaz,, INC Vwmv FLANGES SWORD, nORIDA L MU.LDSi _ ... _ .. w_..._ TTr1E: SER.; 2000, FL:ANGE- SHEEN' l;QF2-TWIN ' HOR'I ONTAL'MULLIdW4`Sr TIONS08 X3/4 SELF8X 3/4 SELF TAPPING SMS APPING sr4s SEE OTHER SIDE (SHEET 2 OF-;2) FOR HEAD CTYPJ MEAD (TYP.) DESIGN .PRESSURE; EAPACI,T;ES; SECTION A A w : - SECTION A —A (41 yy/ 1FBZOOZDIid1TN r: MSH DATE. 244 .02., _ s t,E .NTS .' 0 3 ,2H.MFLLGTW artsni_iiav PtrTF APPUES TO HEAD k SU.WHERE 1' X 4' oW ADDtrtttw ANOM WHO REOMM do 2' X 4' TUBE AIUUJONS ARE USED O CCENTRALFi,OR@A B.O.A.F. DETAIL MANI ACTUM NAME: SHEATHING FL cRi10f F.rrr vot¢S SEALANT BETv6EM BULL EEC' R FILEVtNDOVFLANGES Z , t MULLION Na L10N INSTALLATION ANCHOR 08 VOOD SCREV CTYP.) 2000 P.V./DESIGNER E000 P.W./DESIGNER SILL CTYPa SILL <TYPa EXTERNAL i1uLUON08X3/4 SELF M8 X 3/4 SELF INSTALLATION CLIPFAPPINGSMSTAPPINGSMS , TWO BY VOOD BUCK BY DTHERS 1 x 2 7/16 X 1/8 TUBE MULLION 1 X 2 7/1b .X 3/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES t MULLION A 2000 P.V./DESIGNER SILL tTYP.) 08 X 3/4 SELF 118 X 3/4 SELF t Arl000IKTAPPINGSMS1000 { TAPPING SMS B8 X 3/4 HEAD tTYP.) HEAD tTYPJ NAPPING SMS 4 3/8 SECTION A -A (1) ,SECTION A -A (2) TUBEMULLIONL I I/8' MIN. EMBEDMENT SEALANT BETVEEM VIEWED FROM;EXIERx1R WINDOW FLANGE _ . DE AL, 8 KILLIONAovutsTO MEAD t SN1"wMFRE t• x Y 4c , U' x 2 7/197 TVBE-ia LWG ARE USED r c*rAm SEALANT BETWEEN SEALr BETWEEN DOW TIM mom WINFLANGES VINIV V FBEsEEN SECTION A -A (5) ", E MLA" c MULLION mrrr 2000 P.V./ DESIGNER *110PP.V./DESIGNER •8 X V4 SELF MORR Cl0 SILL tTYP3 TAPPING SMS 08 X 3/ 4 SELF X 3/4 SELFTAPPING SMS PING SMS1000S.H. 1 X 4 X 1/4 1 X 4 X 3/8 HEAD (TYP.)TUBE MULLION TUBE MULLION FLORIDA, EXTRUDERS ""ON' i''Nc 3ANF'ORD..noFmA TnU:SER: 2000 FIN SHEET i '13F."2HORIZONTAL MULLION:SECTIONSSEE OTHERSIDE (SHEET2.0F. 2)' .FOR S X 3/ 4 SELF X 3/4 SELF DESIGN PRESSURE.CAPACITIES. TAPPING.SMS ' PPING SMS 1000 Sx . HEAD CTYP3 HEAD ( TYP.) DRAWN BY: M$H . APPROVED.:BY S CTION` A - A (31 SECTION A -A (4) DATE:2/6/02 ISCAtF.NTS -t Dlra: -2HMFIN,-. TYPICAL AWu14N TO CONCRETE 0 JAMB APPM TO JAYS WERE i' X 4 DETAIL g Jk 2 X 4' TUBE NULUONS ARE USED) Q , SEALANT NCTVEEN SEALANT JETV= IV FWLIviOIrFUwGES ` JLLtmFLANGES TEBy SOR MASONRY 2000 P.V./DESIGNER 200D P.WDESIGNER SILL ( TYPJ '/ SILL C?YP,) Ire X 3/4 SELFTAPCAN ANCHOR RYPJ 8 X3/4 SSSELF ; TAPPING SMS TAPPItrG iM% 2 INS 7/I6X3l8ONEBYVOODTCLIPI X27lI6XU8TUBEMULMNBUCKBYOTHERSTUBEMULLION2000P, V IxSIGNERS j NU LIr t SILL <TYP. _ 81 X 3/4 SELF TAPPING SMS 8 X 3/4 SELF k8 X 3/4 SELF 2= S. N. TAPPINGSMS 200a S.K.'TAPPINGSMS $..X' 4 X 3/8 HEAD (TYPJ HEAD (TYPJ TUBE MULLION Q - SECTION A — A (1) SECTION A —A (2) SEALANT SETVN. E 1 I/4' MIX S NULLJON EMBEDMENT oi: V A og, 4 ov, 9-- R 08X 3/4 SELF N, ; SEALANT KTVEEN I0 " SEALANL:,BETVEEN TAPPING SMS L.••'-A - } NULLIM14LLI01 2000 SJi 2000 P.V DESIGNER 2000 P.V DESIGNER •HEAD tTYP SILL CTYPJ SAL CTYPJ _ SECTION A —A (5) Ir8 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS IX4,XL8 4X4X3/8 TUBE MULLION TUBE MULLION VIEWEO FROM EXTERIOR MMINATIONAL, INC FLORIDA. EXTRUDERS,;. PZORIDASER. 2000 _FLANGE- SHEET 1 QF:,2 A A. HORIZONTALMULLIONSI: CTQNS J4 1 vnN8 X 3! 4 SELF 8 X 3/4 SELF ' • r TAPPING SMS TAPPING SMS — • SEE OTHER SIDE (SHEET2OF 2), TOR HEAD i rvJ HEAD (T P.) = DESIGN' t Pf, %URECAPACI TJES SECTION A —A z SECTION A —A (4) ,82E Z DIiATfN HY: MSH 5 - a• APPitOYID n zt: 2/ 4/0 .: ecu.: NTS•-•-_ OxQ.. "-2F MI•LG .:-.. ... ay TVO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8• MIN. '= R EMBEDMENT 2000 S.M. 1 X 2 7/16 X 1/0 2000 S.H. JANB (TYPa JAMB CTYPa 1 X 2 7/16 X 3/8' Fes' ITUBEMULLIONTUB :MULLi131I. 2 X 4 X 3%8 TUBE MULLION SHEATHING 8 X 1/2 "SELF 88 X SELFTAPPINGSMSG. TAPPING.SMS INSTALLATION ANCHOR 18 vODD' SCREv (TYP.) EXTERNAL MULLION. INSTALLATION CLIP 20M Sx MULLION JAMB (TYPa APPLIES TO. HEAD &,SILL WHERE I' X 4' 8.2 X4• TUBE idUUJONS ARE USED vIRM am VINWV FRS 88 x 1/2 SELF APPLIES TO HEAD &. SILL WHERE 1' X 2- MULLION 6 "LION TAPPING SMS dt 1' X 2-7/16' TUBE MULUONS ARE USED N8 X 1-1/2 SELF N8 X 1-1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR SECTION A —A (1) SECTION A --A (2) II8 vOpD SCREvDETAILBfTYPJ SILL CLIP CENTRAL' FLORIDA l: 4: A: T': SEALANT __. .. :. rr8 X 1-1/2 SELF MANUFACTEMM NAME: TAPPING SMSWASTER BETvEEN . vvcav FLANGES - t NULLs + r' EXEDNEN Re`f 1t17 SECTION A —A" 51 _ - . ; _ s uTMnw - - FlLE TUBE MULLION 1.X 'X 3/8 mm MULLION AUXI ARY'-5,61 " FOR ADDITI69A:-ANO=S.`-WHO REWIRED) 2000 SA JAMB (TYP.) 2000 $x A _ JAMB (TYPa R8 x 1/2 SELF, NB x 1/2 SELF NO SELF. TAPPING SMS (TYP.): B MULLIONTAPPINGSMSTAPPINGSMSDETAtL vIEWOfTERIOR _ Q. xATi NAL IrrcFL4RIDA`..EXTRUDERS ° rtrtE SER: 2000" F iN SHEET 1 'OF 2 SEALANT BETWEEN SEALANT BETHEEN V' VERTICAL ',MULL"ION:.S&CT.IQNS' _. IMlULLDPRAME M _ FRAME 1 SEE OTHER SIDE (SHEET 2 OF .2)'FOR Ka x" 1-1/2 SELF—:._ I-1rZ SELF DESt"GN .PRESSURE -CAPACITIES" ' TAPPING. SMS TAPPING SMS DBKII?i BY- MSH r s APPitCWED 8Yr ; iSECTIONA -A (3 -- SECTION A —A (4) SCAT.&: DATE:2/6/02 NTS " D1fca: 2VMF I N am SK i 'X 2 7/16 X 1/9 ' 2m SA 1 X 2 7/16 X 3/9 1 ONE BY w= JAMB ITYPJ TUBE MuLLMN. 'JAMB CTYP. TUBE MULLION 1 BUCK BY OTHERS OR 1 1/4' M1K B OTHERS MASONRY' ENBEDWENT . 4 Q rr TAP It? & TA X 1/2 SELF TAPPING SMS 1 . DISTALLATB1t1 A40M 3/16' MA TAPCQN SCREW ANOflR (TYPJ . KLLMNr "ti SEALANT BETWEEN SEALANT BETI/EF11 - _Tu E MULLION t NWVWAAFJ t' FLANGES :: F Tao X 1- S F TRAPPINGS s2fl00 Sx Y I`ifl Fttfl114Fi 70 .(iCRFiE O HEAD IAMBCTYP 4. NULLD]N _ TO' HEAD A -SILL -WHERE V X 4 TUBE ULUOMS 'ARE USED) SECTION A -A (11 S£CnON A -A. (21 L s8 X" 1/2 -SELF TAPPING SMS 1 X 4 X 1/9 1 X 4 .X 3/9_ - _-.: 3/16' DIA TAPM I TUBE NU JON TUBE MULLION REV AMl ctYP SILL CLIP to X 1-1/2 SELF SEALANT?BETWEEN - TAPPING.SNS WENCOv FLANGES Q MS.K em Sii JAMB ( TYP.) JAMB ITYPJ t MJLAMN 1. 1 Z scnbNA- 1EMBEIII PRECASrsa L-BY-UrNIM T9 x 1/2 SELF - s9 X 1/2 SELF TAPPING5115TAPPINGSNS _ - ---¢pR_ADDITIDNAL cANC1iSr VNE]l REtBltatEtu I WMAI INMKTV M SEALANT >M:TWEEN tIItM. LitB1 WWDOW nA4= . t 1R1U10N to SELF TAPPING TAPPING S F TAAPPING SNS :QYPJ fl M1A120N SEGnOM A -A - ECT10N A=A ( VIEWED FROM EXTERIOR - C t FLORI A" MAMMA , F'LoamA- OA M ON SECTIC{1I y VERTICALClLLIiAE= kt SEEOTHEES1.8 ?!k?2 DESIGN PRE$. APACTIES.rDRAW BY- JBH DM- 2/2/.0. NHS MIAMIDACA At[AM [-DADE CO.. METRO-DADE FLAGLEr, BUILDIN C; CODE COMPLIANCE OI:F METRO -DADS FLAGLER DUME lot) w1iST I:LAQLCR STRr:IiT. SU1711: MIAMI. R.OlUDA 33130. PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)37s Premdor Entry Systems WNTRAC.TOR I.ICt:rrstvr:,IX-I 911 E. Jeferson, P.O. Box 76 (303)373.2377 r•Ax(303)373• Pittsburgh ,KS 66762 coN'rtt,%( roR h;\NORCb:4NiF.& ,r nn•t: 303) 373-29" FXX (305) 37S• 303) 373.2902 FXX (305) 372. Your application for Notice of Acceptance (NOA) of Eittergy 6-8 S-W/E Insiving Glazed Double w/sidelites Residential Steil Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Type! Construction, and completely described herein, has been recommended for acceptance by the Miami -Da County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. If product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South Floi Buildinj Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2 ZIA- EXPIRES: 04/02/2006 Ram Itoariguez ChierProduct Control Division THIS 1S THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE kC PRODUCT REVIENV COir•1M1T7EE This application for Product Approval has been reviewed by the BCCO and approved by the BuildiCodeandProductReviewCommitteetobeusedinivliami-Dade County, Florida under the conditionsforthabove. tk PPR0VED: 06,0s/200i Francisco J. Quintana, R.A. Director Miami -Dade Count), Bulldint, Code Compliance 01,111c Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXPIRES April 02,,2006 NOTICE OF ACCEPTANCE: si1-EnFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami -I County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION I The Series Entergy 6-8 S-NV/E Inswing CIazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets i tbrough 6 of 6, titled "Prcmdor (Entergy Br. Double Door with Sidelitcs in Wood Frames with Bumper Threshold (inswing)," prepares manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include: all components described in the active Icaf o this approvnl. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang'such that the ang!c between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installe:d.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hur6 a otcction system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ol'the approved drawings, as identilied in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflic;iai or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Manu l Pcrez, P.E. Product Co C Exam Product Control Division PrgMdor Entry_ Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXkRES JUN 0 5 2001 ARM 02, 2006 NOTICE OF ACCEPTANCE-. STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered alter a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dadc County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any. revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dadc County, Florida, and followed by tlic expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd', then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shalt be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF'I'IIIS ACCEl'1' ANCE Manu Perez, P.E.; Product Contr xam Produ 'ntrol Division Glazed UniLs COP-WL-MAOIOO.02 FIBERGLASS- DOORS 6'8" Height — Inswing COP-WL-MA0141-02 Miami -Dade t: 02-0419.08 Application Filed) le Rating 52.0 NO Arrangement X 1.h 2'0" TV 2'8" 2'10" 3'0" TV Not Listed Not Listed X0, OX, OXO I MultiplesArrangementt 2'8" + 1,0' COP-WL-MA0143V 02-0419.08 Application Filed) 52.0 NO 2t3"+12" 2'10" "+ 1'0" 2'10" + 17" 3'0" + VV TO" + 1'2" l'O" + 2'8" + 1'0" COP-WL-MA0144.02 02-0419.08 Application Filed) 52.0 NO I 17 + 2'10'. + IV 1'2" + 2'8" + 1'2" IT+2'8"+IT IT t 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + TO" + 17" 2'6" + 2'6" + 2'6" 2.8" + 2'8" + 2'g" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO i 2'8" + 2'8' COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 2'10" + 2'l0" TV + TO" 2'6" + 2'8" + 2'6" + 2'6" 2 COP-WL-MA0145-02 02-0419.08 Application Filed) 2.0 NO 8" ; 2'8" + 2'8" + 2'8" 2'10" + 2.10" + 2.10" + 210" TO" + 3'0" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite international website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other struch,res). National, state or local bui?ding codes specify the edition required. Masonile In:ernational structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade 8CCO protocol PA201, Q akaft ARTEK" I II,YkCI. '.A'TNY 1lt.0"% N"".T 4rM,1,"t—V D—, Ail,.? 9. XMT N' to&^-' V plowam 01p, X-a "019'."Nto MATS1pttAKNro„1, Oes'19n71,0 0w0utl W,' A VAIRtl 19tAal,pe wV"OUI 1WAtt'. 1 talc urap ,."". PREM 0.. e../4r. a Masonite International Corporation COP-WL-MAOIDO.02 FIBERGLASS DOORS Glazed Units 6r8" Height — Clutswing t 2'0" 2'6" 02-0418.03 X 2'84 COP-WL-MA0161-02 (Application filed) 55.0 NO 2'10" 3'0"V, 3'6" Not Usled Not Listed 2'8" + 1'0" 2.8w . 17' 1-J+ 10" 02 0418.03 t'-lu'- + 1'2" COP-WL-MA0163-02 Application Filed) 55.0 NOO, - 1,0" 3'0" + 1'2" 17 + 2'8" + 17 1'0" + 2'10" + 1'0" X0, OX• OX0 1'2` + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IT 02-0418.03 1'2" + 2'10" + 17 COP-WL-MA0164.02 Application filed) 55.0 NO 1'2" + 3'0' + ITt I2'6" . 2'6" : 2'6" 2'8" + 2'8" + 2'8" t i 3'0" + TO" I3'0" 2,8" + 2'8" 2'8" + 2'8" 02-0418.03 2'l0" + 210" XX, OXXO COP-WL-MA0162•C2 Application Filed) 55.0 NO 3'0" + 37 2'6" + 2'8" + 2.6" + 76" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 1 2'10" + 2'10" + 2'10' + 2'10" COP-WL-MA0165-02 Application Filed) 5.0 NO I3'0" : 3'0" + 3'0" + 3'0" Notes 1. Cccr a. mrigements using fewer panels than wi 2 is shoN-n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite Inlarnstional website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads forbuildingsandotherstructures). National, state or local building codes spedty the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. k i ctt AR Mrcu I.d t -elr hot •1: ..r't :,S h1-INV V004.S Nw,4"4hCam;: 00 tw+t....'D CtDprat>t ofwoe,,* M des soecisnroro, aesipn anD oMhta Masonite International C o r po r a ti o r9M,a :'^tnt to chi." wikhm PT". Glazed Units cop-M-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing , COP-WL•MA0146-02 02-0423.01 Application Filed) 40.0 NOX Arrangement 2 Ij• . 2'6" 218" 2'10" TO' 3'6- 2 8" .+ 1 0" Not listed COP-WL-MA0148-02 Not listed de t 02-0423.01 Application Filed) 40.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" To" 10' I a1,0» + 2- COP-WL-MA0149.02 02-0423.01 Application Filed) 40.0 NO I It 2'v - 2'10" + 1'0" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" IT" +2'10".1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" 3'0" + 3.0" + 3'0" XX. OXXO 2'8" + 2.8.. COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO I i 2'6" + 2'8" 2'10" + 2' 10" 3'0" + TO" 2'6" + 2'8' + 2'6" + 2'6' COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO' + TO" + TO" Nolm 1. Door arrangements us;cg fewer panels Char what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from, the Masorite International website (www.masonite.com) or from the technical center. 3. Irst,031ion instrQ%tions art. .3vaila5ie frorl the Wasonite InterWicnal website (www.masonile.com) or from the technical center. 4.Actea: cesgr pressure requiramenl for a specific cuilding design d geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. S. Masonile International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade 8CCO prolocol PA201, PA202 8 PA203. Oak f a.h.." ....\.it lin'I'hY nf.t)n\ 1:."O— f :.il ii. Io^i I.r•.:-.- oar)nr prrn / byCAit.. 7cTim ai ploeua apoabmfM 9114t7 Spt:.fi,]:M'%. cts :>i;>:Q, Masonile Int ernatlOnat Corporation COP-WL-MA0100.02 FIBERGLASS DOORS Glazed Units 8'0" Height — Uutswing a ma mmmilim'. COP-WL-MA0166-02 W'.1-1011M 02-0423.03 Application Filed) NgAkalm 47.0 am NO7Xr0 Singles (width) 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO 27 + 1'0" COP-WL-MA0168-02 02-0423.03 Application Filed) 47.0 NO 2'8- + 1.2" 2'10" + 1'0" 2'10" + 17 37 + 1'0" 3'0" + 17 1'0" + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 17" 2'6" 2'6" + 2'6" 2'8" + 2'8" +2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 21" + 2'8" COP-WL-MA0167-02 02-0423,03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (Www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 8 PA203. 0 Oakcraft AR EK- ANT"Y UOOKS nta.A.rn i.rpu. [^r10-..s [---[ • Ow'"' Masonite International Cor orationOuuqpOplamof1"o0uc1 mprarmrm ms,ts [OrcMCA oM. 0t3pn i00 p00uct P OrN4 SuOxct t0 Chwoe m1hoW rmKe. Opaque Units COP-V'JL"MAOI DO-02 77 FIBERGLASS DOORS 6'8" Height — Inswing Masonite International COP-WL-MA0101-02 01-1031.01 76.0 NO Arrangement X singles (widto z'0" 2'6" 2'8" 2'10" TO" 3-6" Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 Application Filed) 55.0 NO 2.8" + 1'2" 210" + 1'O" 2'10" + 17 37 + 1 0" 3'0" + 1'2" 17 + 21" + 17 COP-WL-MA0104-02 02-0109.10 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + TO" + 1'2" 2'6" + TV + 2'6" 2'8" + 27' + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX; OXXO 2'8" + 2'8" COP-WL-MA0102-02 02.0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 21" + 2'6" + 2'6" COP-WL-MA0105.02 02.0109.10 Application Filed) 55.0 NO 2'e" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. J 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O aka. raff ARkEK" tNMN I.ASS 1: N'YMV DooNS —n //// o..••a p.... aw..i007 Masonite International CorporationOwcommympDtpptamof0100.0 mprpvlmtNl maal3 SplcJ Calgtta. ptsq" aM wopucl P pllad wolttl toCrimp Y 'hW t W.Ct FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing 1 ,•SinUles X width) 2'0" Plasonife Internationalr COP-WL-MA0121-02 1• I. 01-1031.02 I E 76.0 E '1 NO 2'6" 2'8" 2'10" TO" TV Not Listed Not Listed 1 ing X0, OX, OX0 t(width) 2'8" + 1'0" Mast . Inal COP-WL-MA0123-02 Miami-Dadel3CCO 02-0109.09 Application Filed) 1e Rating 55.0 ImpactRated NO 2'8" + 17" 2'10" + 1'0" 2'10" + 17" TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 17" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O_ akc-raft AR EK" e1MENC1 ASt FNl'NV DOON.t I.b,,.l....dIM.EOr Ew1Dm. AWA29•2M Masonite International Corporationowt".ujtp WoQ1 of plo" Nnolo"e 4M Manes $P"okalionl. defy""V" d.0 / oetaa sv%"% to th"e wWt Amuct Opaque Units GOP-WL-MA0100.02 . FIBERGLASS DOORS 8'0" Height -- Inswing 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" COP WL MA0106 02 02 0109.08 Application Filed) 70.0 NO Not Listed Not Listed Arrangement, Mulliplesr[h) 2'8" + 1'0" 2'8" +1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'2" r'lasonile International COP-WL-MA0108-02 riliami-Dadef3CCO 02-0109.08 Application Filed) r. . g 55.0 ImputRated NO X0.OX, OXO 1'0' + 2'8" + IV" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" IV" + 2'8" + 1'0" 17 + 3'0" + IT" 17" + 2'10" + 1'2" 1'2" + 3'0" + 17 21"+2.6"+2.6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, JOXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" TV+2'8"+2'6"+2'6" COP-WL-MA0110-02 02-0109,08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O_. akc al AR EK" Ord 29. 2002 Ow com.m" orow> m of oroouo mor Mtm Maher SDttlrKalp onp" 4"Oo'oovcr OClid SORC110 ChWW WOW WO Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing r,13sonite lnlernalio COP-WL-MA0126-02 Dad3CCOr• 02- 0109.07 Application Filed) Rating 70. 0 1 r NO XSingles1th) 2' 0" 2' 6" 2' 8" TV 3' 6" Not Listed Not Listed X0, OX, OXO 2' 8" + VV COP- WL-MA0128-02 02- 0109,07 Application Filed) 55.0 NO 2' 8" + 12" 210" + I 2' 10" + 1'2" TO" + 1'0" 3. 0" + 1T IT+ 2'8"+1'0" COP- WL-MA0129-02 02- 0109.07 Application Filed) 55.0 NO 1' 0" + 210" + 1'0" 1' 2" + 2'8" + 1 T 1' 0" + 2'8" + 1'0" 1' 0" + 3'0" + 1'0" 1' 2" + 2'10" + 1'2" 17" + TO" + IT 2' 6"+2'6"+TV 2' 8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" 3' 0" + TV + 3'0" XX, OXXO 2' 8" + 2'8" COP- WL-MA0127-02 02- 0109.07 Application Filed) 55.0 NO 2 8" + 2 8" 210" + 2'10" 3' 0" + 3'0" TV+ 2'8"+2'6"+TV COP- WL-MA0130-02 02- 0109.07 Application Filed) 55.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. Oakcraiti AR EK" e. IN). N/;LA{i l: N'1'NY1)OONt PI-..b.a"N rMrao"f.wl Oee.. ryC,, a 'l V V / VVVV Apr' 29.2002 t i on a l C o r p o r a t i o n Owtom.n.nn0 popram o1 m000csj o,,o e M maces specificafions. 0r1.9n ane 0.o0on Masonite I nt e r n a Otye SUGittl to Clw.Ot wAl.001 no1Ke.. M!D-WL-MA0001.02 Unit TVP r UNIT 8'r UNIT 15/16• 17-1/8' MAXIMUM ON CENTER TYR i tt - it - - - A 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening R Width of door unit plus 1/2" Height of door unit plus 1/4" I I Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different lasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 April 19. 7001 •, °"""' °"" OW cwmp 9WoWam or POW•noro•10" maAts tMUMaron Masonite International Corporation MS." ana WOW ONadWNW to (range w+noa nmitt. XO or OX Unit V r r i I r i r MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE UNIT 8'tr UNIT 5/1F 17-1/8' MAXIMUM ONCENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. Rough p r• 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA Al56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. AwAZ9??)7 Masonire Internarional Corporation 0.'0n1.+-U111.40u11 •..;I•J..F..KOI m:l el 14e[•IKN.4.. OtSyn NC ),%.El Ma SUOO10 (ha-ge . 00.1 WKl. OXO Unit Mf0-VJ'L-PAA0004-02 SINGLE DOOR WITH 2 SIDELITES UNIT 8'f1` UNIT 15/161 17-1/8- MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening • 1,. Width of door unit plus 1/2" Height of door unit plus 1/4' t I t t / t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others• must be anchored property to transfer loads to the structure. 0 ADri129,2002 - Masonite International Corporation wr twn"w.q O Wrenn w mu0ec :>w+emtru nw«i +nm+.rro„•. Otvpn arve W UOun 0wo 5W^110 ;rrqt w4ftw nulkt t-%XxO Unit DOUBLE DOOR WITH 2 SIDELITES 4TYPaL TYP TYP TYR 1 1 / l ll 11 I ll 11 l I1 ll l 1TYI 6'6' r r'r rr r rr rr r rr rr r r13- UNIT 8'8• UNIT 5/16, 17.1/8" MAXIMUM ON CENTER TYP. t t t t t t t t f f t f CountRough Opening •1Min-Irnum Fastener • 6 per vertical Iraming member • Width of door unit plus 1/2" 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2.1/'2" long screws per location. LatchingHardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed, UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single Shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness o1 1-1/4" and achievement of minimum embedment The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.114" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 ApfR 29. 2002 0••,,• u•-,. W eommmnp popamof D'Od•n.^Dt"MCm m%tS Spled(plgoi. Ma)Onite InteendtlOndl COrpOr lion On" and 01" dhow $.W1 w Oval „ehwl Wi[e XX Glazed Inswing Unit COP-VIL-MA0142.02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit We - 6'0" x 6'8" Design Pressure 52.0/-52.0 limited water unless special Mreshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is dearm6red by ASCE 7-national, state or local building Codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02 MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 0o go glob no no 00 9 0o 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 0 00 Ho n ° n 00 00 00 00 00 00 105 Series 106.160 Series' 129 Series' 12 R/L. 23 RA.. 24 RfL 107 Series' 108 Series 304 Series Series' This glass kll may also be useo .n the following door style. Eyebrow 5-panel with strop. O alb raff ARk EK'" VIUCAGLAS1 Ler7'NV DOOMS Nen•t..rrylMra""(n low April 29. 2002 Ow t—wq Umbra. of W00W -7 "emtm makes sm.lKauns. e's.er. ar.0 o•oeutr Onaa sub to to tear.ae'r.mo.nWort' Masonite International Corporation XX O" ,, , Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a o no 404 Series 410 series CERTIFIED TEST REPORTS: A t. z i 109 Series 11W 120.122 152 Series 149 Series 300 Series Series CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins, Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &Eec 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak .raft ART EWw .M. I l t 1:N1 \ )I )1>M\ Np+1..wWr:M.,b.. I.+rl pew+ Apre 29. 2002 0111 C-OV a 0100fa 1 Dr WDeuet +DWDtemem Obits SW01 ealnm. Otspn 44 WWKI eeli4 s bWo to clwl9t wAhM noM 0-. r Dr.•+ Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-IVL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size . 6'0' x 6'8" Design Pressure 52.0/-52.0 Limited waist unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actualdesignpressure and irnpact resward itwitements for a specific buildingdesign and geogr 1ptliclocationis determined by ASCE 7-natiomt. state or local building codes specify the edition relluired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: no a0 n0 00 00 8 00 100 Series 133. 13S Series 136 Series 822 Series 112 GLASS: 0 00 0 Cn 00 00 O0 O0 00 Oo 105 Series 106. 160 Series' 129 Series' 12 RA., 23 AA. 24 RA 107 Series' 108 Series 304 Series Series' This glass '+d may also be used in the following door style Eyebrow 5-tamel with scion U Oak r ff r. AR k EW M 1r 1)r)IIN.1 Mn-U—F—e..t.,Dew, r1U1N l I- LlhIM Apid 29 2002 Our tM1, 1101JQI" 01 br110ot1 vr1010een)en1 make$ joK1 it014n3. oes-W il:o J'Or-1 M4. fv4ie;r K ;n~ rohw n01.te XO or OX A t • I Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 e04 Series 410Series 109 Series 114, 120,122 152 Series 149 Series 300 Series swift APPROVED SDELITE STYLES: 129 Series 200Series 12R. 12L 23R. 23L, 450 Series 152 Series 149 Shies 109 Series 120,122 Series 300 Series 24A. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conlorms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i af 5- Slate of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraft AR k EK" Awil 29. 2002 ow COD1~0 plDeram 011,1000q..mprOremed miles smikal*ns. On'en a0a p106KI atlad l.'+rttr 10 UM9t.000 Mlae l .a lam....., ..... Masonite International Corporation Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: O;'A.i O ; COP-WL-MA0144-02 :1 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size . 9'0- x Wit" Design Pressure 52.0/-52.0 Limited water unless special Mreshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building designand geographic location is determined by ASCE 7-national, state or sign building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: oo na I; l61 no 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: a o0 00 0 n 00 0o an o0 no 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series108 Series 304 Series Series' thus glass kit slay also be used in the Iollowing door style. Eyebrow 5 panel with scroll. U Oakc aff AR k EW I- 10L.CLA\\ LNIMY WWNS Now7..rn/f;rrw Ewr Doan April 29. 2007 o...n o.... Our Conanamg Or0QI 0 or WNW n11110.tTe01 makes %WdK41*-$ eeLen m0 0100oo M as O n i te International C o r p o r a t i o n 0C1N1 S.W010 C"t w"Mw 001 ce rwoJ^ Glazed Inswing Unit COP-WL-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: n 2 00 OCI 404 Series 410 Seller 109 series 114.120,122 152 series 149 Series 30D series Series APPROVED SIDELITE STYLES: 129 Series 200 series 12R, 12L, 23R, 23L, 450Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oak raft' W u_•.1 vl...n l!..,s._. .1 rrUl'"I:L.\t\ LN1— Ulrlr"\ TESTEDIN ACCORDANCE WITH MIAMI-DADE OCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 / &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 ARkEK" April 29. 2002 our CDinh% a11r0er11rn 01 Product imerornrrm Owes SOeC11ka1gM, oespn and produrl 0") 500iln 10 Ch"t *Abut Mutt, fWEJ:ra G./ i s Masonite International Corporation oxx0 E I Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: h tr;xh i3 s ti j Unil Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door with 2 Sidelites Mallimum unit site . 170' x 61" Design Pressure 52.0/-52.0 Limiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic bcation is determined by ASCE 7-national, state or local building Is specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL•MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed -- see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4.taLASS: og nn nn gg gg gg 100 Series 133.135 Series 136 Series 622 Series 1/2 GLASS: n InDODdDD M gg gg gg gg gg gg 105 Series 106, 160Series' 1?9 Series' 12 R/L. 23 RA. 24 R/L 107 Series 106 Series 304 Series Series' This glass kit may also be used in the following door style! Eyebrow 5-panel wilh scroll. U Oa:k rff ARkEK - r........,, ,.._ 1:-101. tYLANN 6nT"Y Ono"i ntoo-T....w {a..NuE.ol ono-. D 10 April 29. 2002 o..n.r o..., Ow LO"Ift"la 010egn1 or DrDD"O + WOV M M00 sDt41"ylent, eespn jnQ V,W.Cl M a so n i t e international Corporation W subMtl to tl\lnee w*h W no14e Oxxo Glazed Inswing Unit COP-VJL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: r` a0 00 0+ Shies 410series t09 series 114.120.122 152 Series /49 Series 300 Series Series APPROVED SIDELITE STYLES: 1771 129 Series 200 Series 12R, 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end raft constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of stab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip We surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, PE. — License Number 56533 O; aka, .gaff ARTEWr, 1'IIIOMI:L.I\\1NI Ml ,I)„,1,1 M-T.MrM I,.rlyr l..v/Dw• ADrd 29. 2002 Ow C""" D,OWM Of WOMn + O,OvemMl malts 3O110KNMn{, omen iM O,OMtI enact SOYM 10 Eh"e iii~ 11W1 PXEI%ivim:'(...// r... w Masonite International Corporation XX 'f• 'I t Glazed Inswing Unit n APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0- x 8'0" Design Pressure 40.0/-40.0 United water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for aspecific building designand geographic locationis determined by ASCE 7-national, state or loaf building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 G'LASS: Dm( ICU 922 series 1/2 GLASS: n F-1 0o 404 Series 108 Series O akcraff AR4EK" r rlll"CLAS\ EN'IXY UUUNS Nv.L..w.4ri, 4-. t,-,!> n r/C/YI ./ e April 29. 2002 o..n.. o.... Du. 110013M el 01e0p5r m019vtmeM "CS SION11K.I100S. eeiie^ 4.0 WOeon M a So n it e International Corporation 004+mbR0 tochgnee "4hour noete. AX O" 'I t Glazed Inswing Unit , 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 0110 series $52 safes 30D series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT -COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). aaf 5 State of Florida, Professional Engineer Kurt Balthazor, RE. — License Number 56533 Oak raff AR EK" i. r.'T.u,.l II k..I:t.\\\ Lr.I M\ ...... l—"T..p..a I—e."t—,C) April 29. 2002 Owl tom.nu.lp el0e,etn 01 ro" mw"emelil mites sw,tittlq,H. 0es.en uW po0Vt1 60110 S1101etl 10 flap! IVA001A noKe Or Masonite International Corporation XO or OX O. t t Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maxrmum unil size • 67 x 8'0' Design Pressure 40.0/-40.0 Limited water unless special thres" design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant lequiremenls for a specific building design and geographic location is determined by ASCE 7-national. state or local buildingcodes specify the edition required. x MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 QLASS: 0333 DD 00 822 Series 1/2 GLASS: a 00 404 Series 108 Series Oak raff AR k EK" i•n•r:r.n+.r:vrr<l n,,,.•.. t,e..t,..,..ar.r..p..b..,oc... PREMrDa'7yr6..//,.,i... Apnl 29 2007 low Com~q eowam Or o.n oW.,mm mrkn Sot•KWSetl-en rntl Wawa M a so o nrt oewr l.urtr w cnrngt wnrww no•ct XO or OX O ' ' 1 i Glazed Inswing Unit t 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 series 3W seas APPROVED SiDELITE STYLES: 450 Series 852 Series $10 Series 900 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-518" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE OCCO PA202 COMPANY NAME CITY, SUTE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &a 5 State of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oakcraff ARkEK" r.. •tI, r.a.. I'rMCMI:IAt\ LN'rMs'`DIIISN( Npw.ipr..tRWrsr l..vr Dw Awd 29, 2002 Masonite International CorporationQMCMm.Otle WOgRW D1 WOOVO M D. tm"lmilts 10KdK-1 Ors.Dn i.M MOW 0034 wDrKl 10 th"t wnn0u1 IWI.Ct. oxo e , I Glazed Inswing Unit APPROVED ARRANGEMENT: 890" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Single Door with 2 Sidetites Maximum or* site - 9'0' x 8'0' Design Pressure 40.0/-40.0 United water urxess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andimpact resistant requirements for a specific building design and geoglaphic location is determined by ASCE r-nationw. stale or localbuildingcodes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: ao an 822 series oa 404 Series 108 Series Oakc,raff AR 0 EW April 29. 2002 •, o.....r o.... WI tads 9 program a proouet I M"emenl Mot$ sIRu1KM,0ns. oes.pn mo 0100,0 M a s o n i te International Corporation deadsubietl to Ct1Y1,e'an1A0W IW -Ct Ox000P-WOVIA0149-02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: t Y., 810 Son 300 Series APPROVED SIDELITE STYLES: 450 Series S52 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1. f / &EX 5_ State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O a6E ft AR k EK" I11el"GLA55 CNINY UOONS N T..r—rlart4-r1., Dap. Aped 29. 20M OW t0M"40ne010e14mDI NOVO "Df0V"tN MintsSp OU410M. M'UnMO pt00uC1 0N1r1 SuDita 10 ~Qt wdn0yl n04tt O.•r:,, Daa.r Masonite International Corporation oxxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: ilil a, l. F' li 0 o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door with 2 Sidelites Maximum unit size a 12'0' x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Advil design pressure and impact resistant requirements lot a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSfiALLATION DETAIL: a Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: DID 0a 00 822 Series 1/2 GLASS: n D 0a 404 Series 108 Series U Oakpr AREK" M'.•,. 1. tra 7< <.1 1 [.tle.:.tlt lrewr CIUI"/ LASS fir+-r MY'A00091 Open April 29. 2002 dm commume. pogiam of prodw o rmprovemeM makes sDtMSNbes. erspe ano proUup M a s o n it e International Co r por at i on drsarr sobrM to. Colrlot wdrgW nol Ct. OXXO O* 0 1I Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: ii 0 series 300 Seres APPROVED SIDELITE STYLES: f; s e50 Series $52 Series 810 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, PE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold PRODUCT COMPLIANCE LABELING: TESTED TN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raftW •• ,•1 AR 4 EW 1.11u1•.• . rum T 111LRULA1 S UN FRY 111111Mt o•on Apnl 2% 2002 o..•„ o.... Ow tnroM" V"'M01 0100.0•+o•m"l M.."sofUlm"•ons. 00.0. 4n00100W Masonite International Corporation deja %.bjettw t"t rAhwl not+e XX e #f e 1 Glazed Outswing Unit r' APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door Madmum unii sin - W0' x 61' Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant tequirements to a specific building design and geographic location is determined byASCE 7-national. state or local building codes specify One edilfon required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 IMM 0o 19 on 0o no El o0 100 Series 133.135 Series 136 Series 622 Series 1/2 GLASS: 0 0 D M 00 on nn no 0o on 105 Series 106,160 Series' 129 Series12 R/L. 23 RA. 24 WL 107 Series' 106 Series 30e Series Series' this glass kit may also be Used in the following doorstyle: Eyebrow 5-panel with scroll. Oakcraff ART EK- 1 U1:r.;l n.. ;-1NY v rUM sn 4. w.a /awwn loin Oeen April 29. 2002 bWcad'—, WOO.—I woo.o.+,rdVem(M TiFfs SON,IKilgns. dtsiv-a rod., 0:. 1:.. o.... Masonite International Corporation 41. 1 s.O.K. to tninat ..M.. MIKE XX 1 ' I e I Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: GLASS: FULL GLASS: r 000 410 series 109Series 114,120.122 152seders 149 series 300 Series series ERTIFIED TtST REPORTS: CTIA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT C01 e VIPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CRY, STATE AprN 29. 2002 Ow tonenwre pDeram o1 aVoDtr mi urragSDD,f(r,o fDanee "anwW, narte To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). aaf 5 IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR EK" N T "fs..rp" tw, Dow. maan sPft04afi n%. at%*. fn0 D.ODutl Ov ,De Masonite international Corporation f' I • V ', X Glazed Outswing Unit ARRANGEMENT: COP•WL•PJIA0167.02 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit six - 6'0- x 8'0- Design Pressure 47.0/-47.0 Unified water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impactresistant requirements for aspecific building design andgeographic location isdetermined by ASCf 7-natioral. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4.GLASS: oa ao 822 Series 1/2 GLASS: a oa e04 Series 108 Series i AR EW w... rr..p." twito..., tmtM molts Spt(drtplroM. OeSpn oM pOduO Masonite International Corporation q 4 3 2 1 j H SAES FOR I YAE coon. REVISIONS 1 4 r ST SKIN) WTEGEONIE T* t BO ) REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 1 82 It/00 - MWW I OTY (1) WAS (2) FOR TRACK BOLTaPt10NwLS9BMSSOR ACRYLIC =tArt AVAILABLE SECTION 8-07 A s¢ NHORDOOR20OILNNHNETDsetsATTACKEDtoDOORtoo-a-LOC sVS1E>. crop RTTH PM & CCNRRcrop, Botipl CE) Mt (To SUIT) c VON g 13 CA CALv. STEEL FLAC BRACKET. 1 33)) EACHFASTENED WOOD tAWOW GSCrs LISTED1, D MARAB E AS AN OP110N i C VIER 2' CRLV. STEEL iRAC14 L. MN. InMX IRIa1NEss: aao' DOr•i i i i i C",i®i i i i i ®s PSTBESI c Ii NDo TOPep.-AXET ATTEWnF. , Wo IN-01R3 DOE U- 0 YU-9Np19TISECTION. ETC.) i14.5/B' STREET METAL SCREWS P. A OpnokAL FERMISOPIIONMOUTSIDEOUTSIDEIffIED LOCK POSITION INDOOR YAM - JW-O' K. I {•A.T/{• SETF • 049DE.E1tYAt10a5 UPPNG SHCTEM. 14 eA sto purrFs 1e u IIenUYnATF 1RK•s MORE 1, 1 UAG SORER Op / o01TERi 1 OA II1L OODAS 1F To T-0' HIGH CONSIST OF (4) SECDOtb {}pd1) FRONT PRATE WITH U.V. .L9ER REDI ED. L.Y. SCREWS MAYBE OQUATERSIM DOORS OVER i-0. 1BC1 CNSW OF (S) SELTIDws (16 51101W). CM}WD ON OUTSIDE AlI1FME (BOf NW MOORED) TO PWD" A FUGH MO1MIw0 Ski STOP YOU1DEf' B! DOOR aaSiN3FR (TD SVR) G MWN O1LV. SIT>IL END SELF AZ. NOR MNIAL3HMiDoHOTTRANSFERLOAD. 2.6 YELLOW FIE A"-- i y 2* 2O THICK O MSS oR oPJDNWI IO SCE11' 1-1t1E 20 OA C& V. STEEL OOEA. SPLE B i I 1/B- A7liL0 UIE ADLOFD ,SIDE Y[ 0011 e e 12 a OALY. s TRRC` 2s GA MRN STEEL U1E iW/r PM NFAo svEr WITH Ss/T%Y j\ SIGN MI. 440MIL61LVAM131Cvww-ON PRI ER. POLYESTER 0 SCREWS PEII LM ri AWDRS CM 2T (C-90 PER IRAs BItACQT. Lam) OR 2f' CENTERS CLEW C• "I 1A. ROVD W4Y1 T 4 d TNPCoNSOApi17-t/2' 1iNIFl6 (2,000 PER MUFR) AID A BA1ED-ON TOP CENT APPLIED TO ROM TROLLER SIW WFAH EMMCES PSI MI. CONCRETE); .1966 IICLI_ W TH mumm2• FA57FTIFA (ONE 1D CA GLV. STEEL CEN1F71 1m10E 7Re0t FASIFJIED 10 GLY. S1FF1 ROUfR F14- TSIEET SIDES a STEELSKIN. BRACHEf. EACH ONE NTH EACH SIDE OF DOOR TAPCONS. Ap2fON5 WY DOIR/RMUY1 CA:V. SIFFL 1{ CA —ZIL— WS) 12 G CKV, STEEL WRAC( DRAG EM FAS7ENW TO END SIRES F/CN ) BRICTKET ATfACED W/( 4) WIFR. STILE 144S/B. SHEETNETAIBK1f REQUIRED) TO PPONDE A FtU511 MOUNTING, SURFACE. WORRONfK JAMBS 00 MOT TRACK AtfACfED 10 EACH BRACKET i4as((B' 9FET A SCREIS WITH ONE 1/ 4•4/6' BOLT t NUT t4) i/4•t3f{ 30F TAPPIK. SCREWS PERETD HWCE. SHP CAP AONiS. S TRANSFER LORD- OR TWO //C CIA RETS. OuiSOEKEYED NANOLE 1 E7ID 2' Dw SNORT SIEL. To BALL STEEL ROILFR. 14 CA CALV. STEEL 00 HI14L EACH ENO IFIEL SiIE ASIe DOOM NAM WESTERFIEID. P.E. PREPARARION OF JAN6S BY Of1EIM SELDOM C{ nARIDA PL /4"" FASTENE•D/(TO ENDSOLESAERK14S/D SHEE3' INSIDE HADLE SIDENORM CARa041 P.E. #23012 TALL U-BAR 20 CA OALv. STEEL 4) 1/4•a3/ 4• SELF SAPPID SCiEiWS. anAo L„ nPTTaI LOCK W W IRba OM 1l2DIEORSIGN K RE S1PPoRrw 57R{KTURAL EIFNOBS DESIGN LOADS: +24.0 PSF & -24.5 PSF MM. YERD STRENGTH: SD KS OUTSIDE EACH SIDE S1PLL BE AIE IESp01RBAT OF RE PROFESSIONAL OF TESL LOADS: +36.0 PSF & -37.0 PSF NNANKRF OF DOOR. RECORD FOR THE BUILDING OR STRUCTURE AND N ACCORDANCE d 3• 1 3' TALL . 20G CKV. STEEL U-BNS 00 IN A 2-1- 24 PATTERNN OL TWO U-BNK STILE SIDE BOLT LOCK ENLACES INTO VERirx RRN CURRENT BUILDING CODES FOR THE LOADS tERR 011 Cow O1wKCs AE SIG®w !K THIS ORNW C. WN t.t A NYID wl tOHos). PARTNO.: - A 1-7/B• ONBOTTOMsEnDN. ONE U-BAR ON "M SECTION ETtI FACT U- BAR ArINC ED WNKI 1 sp/4 Stls TAPPING swtvrs TRACK. ONE Loa ON F 312 W" S. swu I= L g RAW. StatWOUDYrrIpIDEALr%UDICs'R""OD. ' TOLERANCES CineRKa(iy OH 45202 PER tOCATKW. , ' E-IMSIDEOF0". m 1 11JC1 /1 fd Na 1-513-331-b00 wKae.A b-W, — -W A.I BrEtMltEars FIN TIE t-if3-7E2-)b19 w .M.w4. --&AHYFN4I.4. .0 - *.03 tIY`iYl» A —A f90E NEWT er a,.4lr ROCK OIRIDN 13 CA CALV. STEfI BOTTOM HwT ty • b .OD . t.015 DESCROYnON; MODEL 6RST W4 16-0 8-0: 24/-24.5 DESIGN LOAD W..b.000 » t . 005 I+RW Nr aq 4..43.r «a DRAWN BY.: 9tEM DATE: 4/18/00 SCALE: NTS DWG. fw.O.W BmYAeIn. ODOR » t.00t SHEET ATTACKED WITH (2) E14A/B• SEEK METAL SCAEV6. j 2 /]1 oetpp°e ` *1/r CHECKED BY: NWW BATE: 4/Is/00 SHEET t OF t SIZEAUAIU' IDGRUSION////`%//J/'//1 kILNWEAi1ERSiiUP./ s Third A11gk UAmSb DWG. NO.: 02138Projxton REV. NO. t 4 321 2000 S.K 0 ITYPJ 2000 SJL JAMB CTYPJ 1 X 2 7/16 X 1/8 - 2000 SA I X 2 7/16 X 3/8 TUBE MU.LION JAMB R7PJ `TUBE MULLION f8 X IR SELF TAPPING SMS L MISLBJIELI18 % i-i/2 SF TAPPING SMS SECTION A —A (1) IX4X1/8 TUBE MULLION 23 ONE BY VDOD DETAIL C BUCK BY OTHERS 4 BC STE DR MASONRY' 1 i/4' MIFL . ri,. EMBEDMENT Q • Q I18 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR 3/16' MA. TAPCON SCREV ANCH13R CTYPJ EXTERNAL MULLION INSTALLATION CLIP2X4X3/8 SEALANT DETVEETI TUBE M111ION VMULLJ FLAtKfS .: T[YpPpN`i1L kuL L" TO CONCRETE O HEAOtMULL20N t8 X 1-L/2 SELF JAMB CTYPJ MU LI@I TO HEAD. -lc $i L .MMERE i X c . TAPPING SMS Y: X "'4' 7USE - MM)ONS ,ARE USED) . SECTION A -A (2) TAPPV4 SMS11 INSTALLATION ANCM[I 3/16' MA ?APM 1 X 4.X 3/8. 1ji SCREV ANCHOR CTYP: TUBE MULLION SILL CLIP 08 X 1-1/2 SELF SEALANT-BETVCD4 QTAPPING..SNS VINWV FLANGES n a .:OV a1• pdmj 41 r va C i •a as , as CFOR ADOTTIONAL ANCHORS WHEN REOUIREBD 71 48 X 1-1/2 SELF t8 X 1-1/2 SELF SMS CTYPJ DETAIL 2 TAPPING SMS TAPPING SMS EL VanaN t . SECTION A —A o) SECTION A -A (4) VIEWED FROM EXTERIOR WROA .B.Q. ;F _ ti: - - -: _.. A / FLORIDA EXTRUDERS°, TM: N. s tVERTICALMULLIONSECTICIRS: SEE ' OTHER,.; SfDE 1 SHEET+4 2 OF-`'2) F. QR DESIGN PRE&SURE:-GAPACIT'ES,- #. DB.ATTH BY: AN ` ra '- r^ iAPFIT09i3i1' $Y r r T]A'1'I alna Ql•1T4• I ITC -=fYfP%:"=7illi/['-t!.l''Fik.•;, sl _ 11 4 3 SIlNl OPRDIIAL SSIE 6TA,ffi art / I "'ES AIMAB E y yIIIII10 ylll illy y C I 2= 01u%lolcsnReW i1I 11 Ill.e \A III lll\xk t W71 2 1 1 REV(SKMS DATE: ECN NO. APPVD: I DESCRIPTION woo - MWW I OTY (1) WAS (2) FOR TRACK BOLT 20 CA W1. QD STR6 AiTACNED W IA OR SM WITH PAipllm TOG -rid. SYSTEM crap. ROrrom A CEARER} Yew 'r YIoltawA o00R 1! Gl DAY. S T FUQ BRACKET. E1a1 FASIFNm ro wlwo acre TRRI IN 3) 5/1611-5/8• HOOD US SCRV S. LISTED,, AVNABIE As AN w1To11 AEw r r CAV. STEEL VAM s t. Am TRACK K ACKIA A Jre0- rosman TYP 2-1/2•,,2 GA CALM. STEM TRACK BRACKET. Tw 4) WAM BRACM IS PER WE. POINTiDc,oa N REPORT#96C6C EEN Tw MAGNET" HDRIZORA C 3. 4 20 G U-SOM U-GV7S IN 2-1-2-1 y PATTERN (IL. M U-BVtS ON BOTWH SECTION, ONE U-9VK ON NDR BECKON. ETC.) 114C/6- SHEET METAL SCREWS OPTIMAL OF RAM A OP110MLL OUISLE am LOCK POSKION MAX. DOOR TRUTH . I6'-W 4,3 4• SEIF B iAPPR1O SCRRYS. 4 CA Teo IIIIGfS ,6 G IHNmsoulr HNDE TOM I. ODORS W ro Y-0- HICK CONSKi OF_[4) SECDOMS (51gRN] FRONT FRAME WITH U.Y. DOORS Ce£A Y-0- flSIl CONSIST K 4'/7) 9EGRONS (NOT 3110M11)- CQUING ON ONSIDE R%ME 1 .3 lAO StlERS ON t POTTERS , WOW tOELg " IK9IR ASXMFD. L,AO SMIS MOW K CpRRERSIIN BAR RAN RDpJiD) W PRAW A 11M "MARC STOP MOIAORC B/ DOW NSTMlFR Q0 SLNn 1SHKFACEHDRIMNTK.WfBB 00 ON TRAMM L610, 2.6 REr10W PRE JAYS 20 OA YIN. ". STEER. DD STILE 7 r DoIX B >-10-smB- A"LOVOE I E02 LLU 2D a GAw STEEL MM STILE B MNDED 66DE B-e LATE RETAINER I2 CA "V. STEEL. TRACK 25 FA 1W. STEEL sm coo= MKN G-W M. 3/P PAN KM SM'WN CIO SCAM PER UTE) 5/16-xl— 9WEMON2fCDIfERS (C-fD PER /RAUt 6RK747. j\ GALMHIBNG, BM,EO-411 PRIMER, BIDg1) OR 24' CFNIE7re (2A0O Ps MN o01R24Tq aR 4'.4' vPCaN 5TJE9a u1 n-1/2• CERIE/K (2.000 `l//6• lD. RAND imAIDA6AI®-0N POLTE4IERTOPCOATAPPMroBOTN SIHAP LAIC. 12 u 1LV. 51EF1 t1s olTm aR11G RENGAGESP9MNTIASIH06IItt1tOmIIfNFASIFlIR (ow PER Rp1ER) /n OA iAV. STFA GENDER L mALTLE ARC gRB T OA Iti. iN4Et RFA167) ;A W VIER SIRES M 4) SIxs OF SEEL. SIGN. 2 CAEY. SIFT iRILYI PASTEIED W 11 CA GLY. gor_ f AS ROVER BRACIET. EACH ONE SWE OF D ON ,SARI M1) YM' nE OWMIFR9N1 12 G1. GAIN. STEEL TRACK BRACIQi4. FASIDETI ro EJ1D STIES FACN flf4) t{6 S1FET UErK G1a1 WE OF DOOR. BRACJClTATTALTIEDW/(4) WEER. 572E Ih5/e- sIEET META a ME4. BUDf1DIRFAWPfD) W PRIOAOE A NH7 [ oMAXATTACHED TO EACH BRACIET 1416 Y SI%ET METAL PX9 AID MOIAONCSIA6ACEwa¢aNrA JBres m Nm rem STYE t/4-AS/B• BOLT ! Nur 4) ,/4•aT/i SElf TAPPNC SCAEMS PER E/DNNCE LAP sX111ns. TRANSFER LAND.r TWO1/4- oK RO OUTSIDE I( t7EB HANDLEItw r uA SHORT STEM. 10 BALL STEEL ROIAER. 14 OA. END ICE. LAW REEL STILESTILE MAW( MESTE/67O,11. P.E. FASRM6 I/(TOEND SM13SHEET W.4) ih5/I- *ASIDE ,IAN01E MNPARAIM OF JARS Br OTHERS. IELIXIIE C PCMIXNa P.E. 276723• TALL U-BAN A. v SIM 20 20cAaALv. sIm t (4) f/4-A3/4- SELF artsfoF rrAr, LorxLObt m TApPNG SCW115. ._ ,, LOCK (IM N DESIGNLOADS: +2a.0 PSF & -2a.5 PSF o : 50161ratyoPmNTRICKONE,O,E 2. THE OESIOe, OT TIDE StIPPORKIIG SIRIICRNAL DEE71T3 oIRSDE EACH SIDE s1HALL Ht THE R£SPONSIBIDY OFTHE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF l !. 3- TALL A 20 Ga CALM. STEEL. U-BARS o"o SIDEBOIi N A 2-,-2-1 PATIFRH E TMD U-BANS SIRE t.06( t21f.ACES NOODLEOF DOOR. RECOPD FOR THE BUILDING OR SIRUCi1RE AND N ACCORDANCE - RRlf OIIWEEMf BIATDfIC C006 FOR 111E 1JMO5 LISTED ON oFNra IMrAs AI[ 90AD N •1E THIS OPoW/ C. 1RN A A1C,D ga RIA10TF1 PART NO.: ON BOTTOM SEI:RON. ONE U-RV1 ON NEV oR0 T ll-- VERTICALEIDEAL,,.,/'1 METH , 4 O 4 SELL. RAPPING stRETTs EDa aN O, R,r 6 "D"`E Mp W " M M.I. Btaw ou«.a.. 3LX C 11106. 0E1452MTOLERANCES PER . 1OFDOOR.1 cuwRJ,. Rr. - 513-361-HMtO wifnM MzMnqA41MJIAd+ 41t MAN. an,vAr. .0 - 1.03 BYItl6iCiSR FBI MAL f-513-T62-519 9FLIION A - A l5I1E 1Q-4L"i1 I1` R O R. 3 aG1LY. BTm MOM ARMOR W `+M 1~ A'F,A4A. .00 - 2.015 DESMPTION: MODEL 6RST W4 16-Q >< 8-0: 24/-24.5 DESIGN LOAD YANY4 ML IeMs a 4 1441HA .QDQ = t.QQS A.." r . 0000 t:1)Ot DRAWN BY: BUM DATE: 4/18/Q0. SCALE: HTS .DWG. R wAe D. ATrAV EC11IM (2) t,aS/8 9RII YEfA SCREMS. / e4 1IR Z CHECKEDBY: MWW DATE: 4/18/QO. SHEET t OF t SIZE L NI AIAANrlAIMOATS" IF A1F.ATHORRWP. / PhirdA-° iREo s6. REV. NO. OIENSIOI6 ARENNHiES: DWG. NO.:{j 4 Yt02q( 38 jj j pptjj t+Etd'1.LA,lA :rJ 1+a 7` 4 0 23 48 X 1-1/2 SELr 0 X 171/2 SELF SMS QYPJ 12QAI1 8 Ml1f lIlN1 . TAMM SMS TAPPING SMS 'ELEVATIO SECTION A —A (3) SECTION A-4 (4) VIEWED FROM EXTERIOR FLORIDA EXTRUDERS °: MANUFA PiAI Dnm: :. _ AN : I t - o v VV'kVERTICAL MULLION,SECTIONS ` FiI. # .. SEE OTHER, i S I -DE <;SHEET-i 2 ,Of'. 2) FOR 1. 8 m DESIGN PRESSURE _CAPAC-ITIES., DRAW BY: JBH Z. T ;V'' APP NTS FARM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1731- Builder: DR HORTON Address: Permitting Office:' j City, State: Y t ... Permit Number: . Owner: 'p, Jurisdiction Number. 1 Y Climate Zone: Centrala 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 13.50 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. is this a wo case? Yes 6. Condita wo' "r area (W 1732 ft' c. N/A _ 7. Glass area & Single Pane Double Pane _ _ a. Clear glass, At U-factor 263.0 ft' 0.0 ft' _ 13. Heating systems b. Default tint 0.0 ft' 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Labeled U or SHGC 0.0 ft' 0.0 ft' HSPF: 8.50 _ 8. Floor types b. N/A _ a. Slab -On -Grade Edge Insulation R=0.0, 134.0(p) ft b. Raised Wood, Adjacent ft' c. N/A _ c. N/A 9. Wall types _ 14. Hot water systems a. Concrete, lat UU1, Exterior R=4.1, 773.0 ft' _ a. Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Exterior R=1I.0, 983.0 ft' _ EF: 0.86 _ c. Frame, W cent R=11.0, 245.0 ft' _ b. N/A _ d. N/A e. N/A e. Conservation credits _ 10. Ceiling types (HR-Heat recovery, Solar a. Under Attic R=19.0, 1052.0 ft' _ 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. Rot: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 It _ PT -Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as -built points: 26842 Total base points: 28279 A hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy cede. VPREPARO B t- V - DATE: 1 hereby certify that this building, as designed, is in compliance with. the Flgri-gn.%rgy/Codp _ , , I , DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed' this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPMPoints Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 1732.0 26.78 8037.2 Single, Clear E 1.0 19.0 32.0 63,97 1.00 2041.2 Single, Clear S 1.0 15.0 32.0 48.22 0.99 1532.5 Single, Clear E 1.0 22.0 64.0 63.97 1.00 4082.4 Single, Clear E 1.0 10.0 30.0 63.97 0.99 1908.1 Single, Clear N 1.0 6.0 15.0 30.19 0.97 441.2 1 Single, Clear W 1.0 8.0 30.0 57.68 0.99 1714.8 Single, Clear W 1.0 8.0 15.0 57.68 0.99 855.3 Single, Clear W 1.0 6.0 15.0 57.68 0.97 838.0 Single, Clear E 1.0 8.0 15.0 63.97 0.99 948.3 Single, Clear S 1.0 6.0 15.0 48.22 0.94 682.9 As -Built Total: 263.0 15044.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 245.0 1756.0 0.70 171.5 Concrete, Int Insul, Exterior 4.1 773.0 1.18 912.1 Exterior 1,90 3336.4 Frame, Wood, Exterior 11.0 983.0 1.90 1867.7 Frame, Wood, Adjacent 11.0 245.0 0.70 171.5 Base Total: 2001.0 3507.9 A"uik Total: 2001.0 2951.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 24.0 4.80 115.2 Exterior 24.0 4.80 115.2 Adjacent Wood 18.0 2.40 43.2 Base Total:' 42.0 1".0 As -Bulk Total: 42.0 158.4 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1052.0 2.13 2240.8 Under Attic 19.0 1052.0 2.82 X 1.00 2966.6 Base Total: 1052.0 2240.8 As-BuiR Total: 1052.0 2966.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 134.0(p) 31.8 4261.2 Slab -On -Grade Edge Insulation 0.0 134.0(p 31.90 4274.6 Raised 240.0 3.43 823.2 Raised Wood, Adjacent 11.0 240.0 1.80 432.0 Bass Total: 5084A A"ultt Total: 374.0 3842.6 INFILTRATION Area X BSPM Points Area X SPM Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGaugeO DCA Form 600A-2001 EnergyGougeV/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 33630.4 Summer As -Built Points: 42063.4 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 42063.4 1.000 1.087 x 1.150 x 0.95) 0.253 0.950 11986.7 33630.4 0.4266 14346.7 42063.4 1.00 1.188 0.253 0.960 11986.7 ErwgyGaugeTm DCA Forth 6WA-2001 EnergyGaugeMaRES2001 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 Floor 18 17 WALL T) Adjacent Exterior Base Total: DOOR TY Adjacent Exterior Base Total:' CEILING Under Attic FLOOR r Slab Raised INFILTRAI Area 32.0 Type/SC 5.86 1826.9 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: Area X BWPM Points Type 245.0 1.80 441.0 Concrete, Int Insul, Exterior 1756.0 2.00 3512.0 Frame, Wood, Exterior Frame, Wood, Adjacent 2001.0 3953.0 As -Built Total: Area X BWPM Points Type 18.0 4.00 72.0 Exterior Insulated 24.0 5.10 122.4 Adjacent Wood 42.0 194.4 As -Built Total: S Area X BWPM Points 1 Type 1052.0 0.64 673.3 Under Attic Area X BWPM = Points I Type Overhang Omt Len Hgt Area X WPM X WOF = Point E 1.0 19.0 32.0 12.37 1.00 396.6 S 1.0 15.0 32.0 9.90 1.00 315.7 E 1.0 22.0 64.0 12.37 1.00 793.3 E 1.0 10.0 30.0 12.37 1 M 372.6 N 1.0 6.0 15.0 15.07 1.00 225.5 W 1.0 8.0 30.0 13.25 1.00 397.3 W 1.0 8.0 15.0 13.25 1.00 198.7 W 1.0 6.0 15.0 13.25 1.00 1992 E 1.0 80 15.0 12.37 1.01 186.6 S 1.0 6.0 15.0 9.90 1.01 149.7 263.0 3235.2 R-Value Area X WPM Points 4.1 773.0 3.31 2554.8 11.0 983.0 2.00 1966.0 11.0 245.0 1.80 441.0 2001.0 4961.8 Area X WPM Points 24.0 5.10 122.4 18.0 5.90 106.2 134.0(p) -1.9 254.6 Slab-OrnGrade Edge Insulation 240.0 -0.20 48.0 Raised Wood, Adjacent 302.6 As43uilt Total: Area X BWPM Points 1732.0 -0.28 485.0 ErwgyGauge® DCA Form 600A-2001 42.0 228.6 R-Value Area X WPM X WCM = Points 19.0 1052.0 0.87 X 1.00 915.2 EnergyGaugeVFIaRES2W1 FLRCS13 v3.30 1052.0 915.2 R-Value Area X WPM Points 0.0 134.0(p 2.50 335.0 11.0 240.0 1.80 432.0 374.0 767.0 Area X WPM Points 1732.0 0.28 485.0 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:... PERMIT #: BASE AS -BUILT Winter Base Points: 5860.0 Winter As -Built Points: 9622.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 1 9622.8 1.000 1.078 x 1.160 x 0.95) 0.402 0.950 4360.6 5860.0 0.6274 3676.E 9622.8 1.00 1.188 0.402 0.950 4360.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge&F1aRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14347 3677 10256 28279 11987 4361 10495 26842 PASSEnergyGauge^' DCA Form 60OA-2001 EnwgyGauget/RaRES'2001 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 PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 clmlaq.ft. window area; .5 dmIsq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between. windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, pprietrations and seams. Ceilings 606.1.ABC.1.2.3 Between wails & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfrn from conditioned spage, tested. Multi -story Houses 606.1.6BC.1.2.5 Air barrier on Perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. BA-22 OT14FR ARFSCRIPTIVF MFASUR€S fmuat ha mat nr aYe-andad by all raaldancana_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be pMvided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be resfided to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 AN duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Duds in unconditioned_ attics: R-6 min. insulation. WAC Controls 607.1 rate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19, Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge'"- DCA Form 60OA-2001 EnergyGaugeVFIaREV2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 1. New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtuAv - 3. Number of units, if multi -family 1 - SEER: 13.50 - 4. Number of Bedrooms 4 - b. N/A 5. Is this a worst4ase? Yes 6. Conditioned floor area (ft2) 1732 ft2 c. N/A 7. Glass area & type Single Pane Double Pane - a. Clear - single pans 263.0 11:2 0.0 ft2 - 13. Heating systems b. Clear - double pane 0.0 112 0.0 ft2 - a. Electric Heat Pump Cap: 42.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft2 0.0 112 - HSPF: 8.50 - d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 134.0(p) ft - c. N/A b. Raised Wood, Adjacent R=11.0, 240.0112 - c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=4.1, 773.0 112 - EF: 0.86 _ b. Frame, Wood; Exterior R=11.0, 983.0 ft2 b. N/A c. Frame, Wood, Adjacent R=11.0, 245.0 112 d. N/A a Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1052.0 ft2 - 15. HVAC credits PT, - b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Una Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card -11 be completed based on installed Code ompl' t S. Builder Signature: '" Date: lri Address of New Home: - j J J j.._ City/FL Zip:i , T NOTE: The home's estimated ener r or- score is only available through the FLARES computer program. gYFe .f Y g P P g' This is-mt a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStdP designation), your home may qualilyfor energy efficiency mortgage (EEM incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf. eduforinformation and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For BuildingConstruction, contact the Department of CommunityAffairs at 8501487-1824. EnergyGauge® ( Version: FLRCSB v3.30) RIGHT.! CALCULATION PROCEDURES A, B, C, D 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1733 SANDY RIDGE 2-13-04 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 16011 fP x 0.0167 = 213 cfm 2. Winter infiltration load 1.1 x 213 cfm x 32 OF Winter TD = 7515 Btuh 3. Winter infiltration HTM 7515 Btuh ! 305 ft2 Total window = 24.6 BtuhA't= and door area oroceoure t- Summer Intlltraaon m I m calculation 1. Summer infiltration AVF 9.40 ach x 16011 W x 0.0167 = 107 cfm 2. Summer infiltration bad 1.1 x 107 cfm x 18 OF Summer TD = 2113 Btuh 3. Summer infiltration HTM 2113 Btuh / 305 fe Total window = 6.9 BtuhAe and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 107 cfm = 3148 Btuh vroceaure u - tqulpment Sizing Loacls 1. Sensible sizing load Sensible ventilation load 1.1 x 75 drn vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 27353 Btuh Sum of ventilation and structure loads = 28838 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load - sensible = 28838 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 grAb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3148 Btuh Equipment sizing bad - latent - 6739 Btuh Construction Quality is: a No. of Fireplaces is: 0 soranark "bea he" bean maeua fy ovwrkkbn Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wrvj htsc)ft RW4-SUft ReWdenW 5.5.17 RSR26014 2004-Feb-1315.07:57 E:1FiesVXHorkxQ=1733SANDYROW17335ANDYPoDGE.nu Page 1 PROJECT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 1733 SANDY RIDGE 2-13-04 108 COMMERCE STREET, LAKE MARY, FL 32746,UW Phone: (401) 831-2665 Project Information For: DR HORTON Notes: Design Information Weather. Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gdlb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 33713 Btuh Structure 27353 Btuh Ventilation air 0 cfm Ventilation 1485 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 33713 Btuh Use Mfg. data y Ratelswing multiplier 1.00 Infiltration Total lens, equip. load 28838 Btuh Method Simplified Latent Cooling Equipment Load Sizingstnxionqualityr Fireplaces 0 Internal gains 1380 Btuh Ventilation 2212 Btuh Heating Area 1732 Cooling Infiltration 3148 Btuh ft) 1732 Total latent equip. load 6739 Btuh Volume (W) 16011 16011 Air changesthour 0.80 0.40 Total equipment load 35578 BtuhEquiv.(cfm) 213 107 Req. total capacity at 0.80 SHR 3.0 ton Heating Equipment Summary Make CARRIER Trade Model Efficiency 7.6 HSPF Heating input Heating output 0 Btuh @ 47°FTemperatureceOF Actualir flova 1400 cfm Air flow factor 0.042 dm/Btuh Static pressure 0.40 in H2O Space thermostat Cooling Equipment Summary Make CARRIER Trade Cond Coil Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12 EER 33200 Btuh 8300 Btuh 41500 Btuh 1400 cfrn 0.051 cfin/Btuh 0.840 in H2O Bold4t k values new been manually ownwalen Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wf-1V "tsoft Right -Sufi Residential55.17 RSR26014 2004-Feb.1315..07:57 E: 1733SANDYRIDGE11733SANDYRIDGE.rsr page 1 RIGHT-J WINDOW DATA 01 DEL AIR HEATING,AIR CONDITIONING,R Job: 1733 SANDY RIDGE 2-13-04 109 COMMERCE STREET, LAKE MARY. FL 327464M Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R DINING RM a n e a c n 0 d 1 1 90 1.0 1.0 14.0 5.0 54.4 32.0 0.0 KITCHEN LAUNDRY LIVING/FOY a n s a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 30.4 32.0 0.0 b n e a c n 0 d 1 1 90 1.0 1.0 14.0 8.0 54.4 64.0 0.0 PWDR PANTRY MBDRM a n e b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 30.0 0.0 M BATH MWIC BDRM3 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 15.0 0.0 BDRM2 a n w b c n 0 d 1 1 90 1.0 1.0 3.0 5.0 54.4 30.0 0.0 WIC2 a n w b c n 0 d 1 1 90 1.0 1.0 3.0 5.0 54.4 15.0 0.0 BATH2 wnghtsaftRighk%% ReWdenW 5.5.17 RSR26014 2004-FW1315:07:57 E-1WftlDtfb.ton200211733SAWDYRIDGE11733SMDYRIDGE.. Pape 1 a n w b c n 0 d a n e b c n 0 d a n s b c n 0 d HALL/STAIRS 1 1 90 1.0 1.0 1.0 5.0 54.4 LOFT 1 1 90 1.0 1.0 3.0 5.0 54.4 1 1 90 1.0 1.0 1.0 5.0 30.4 15.0 0.0 15.0 0.0 15.0 13.2 wr"1( ht-o ,aft Right-StftReaftM 5.5.17 RSR28014 2004Feb-1315:07:57 A 'E:Vf N for 1733SANDYRIDGE11733SANDYRIDGE.nw Pape 2 RIGHT-! WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1733 SANDY RIDGE 2-13-04 109 COMMERCE STREET, LAKE MARY, FL 327464M Plane: (407) 831-2665 I II I IIII J. Rn Co. 1RoomNams of room Entire House DINING RM IQiCHEN LAUNDRYqIUfNV4/ 4 2 Lerplh ofaxposed wal 266.0 ft 26.0 ft 9.0 ft 15.0 ft 3 dnter>siarts 15.0 x 11.0 ft 9.0 x 15.0 ft 7.0 x 6.0 It 4 CdrQ8 Condit. Option 8.6 ftI heabbod d 9.4 ft h>esttod 9A ft 1heaVood 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (ems) Area Load (Btuh) Area Load (Bkfi) EXPOSURE NO. Htg I Clg Htg CI9 On Htg I CIg In Hig C4 M Htg I CI9 5 Gross a 14B 4.6 2.1 901 244 85 b 12C 2.9 1.9 1142 0 0 C 13C 3.2 1.2 263 0 0 M perwons d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Vlilrxk m mid a 1C 37.0 199 73M 32 1183 0 0 0 0 0 doors b 8C 37.0 64 2365 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 01 0 0 0 7 VN Kbm and North 20.4 28 575 0 0 0 0 0 glass doors NEWW 0.0 0 0 0 0 0 0 0 0 Cooling ENV 54A 201 10934 32 1741 0 0 0 0 SEISW 0.0 0 0 0 0 0 0 0-'-- 0 South 30.4 34 1028 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 olherdoors a 11A 18.9 12.7 24 453 306 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 18 265 179 0 0 0 0 0 0 11 255 179c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2A 773 3562 1592 212 M437 85 390 174 56 258 115b12C2.9 1.9 983 2831 1911 0 0 0 0 0 0 0 0 wafts and c 13C 3.2 1.2 245 772 287 0 0 0 0 0 0 67 211 78 Prs1 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceffinps a 16D 1.7 2.2 1062 1784 2342 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 134 3473 0 28 674 0 9 233 0 1 389 0Nola:.Dorn b 19G 1 A 0.0 240 273 0 0 0 0 0 0 0 0 0 perinlowar c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdho. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Ax slab a o.0 0.0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 W kstion a 1 24.61 6.9 3061 7616 2113 32 788 222 0 0 0 16 443 125 13 Subbtalloas=6+8..+11+12 30848 3624 623 15N Less oftyW heating 0 0 0 14 Dua bsa 100A 3065 100A 362 100A 62 101A 15715TOMloss =13+14 33713 3986 685 1723 16 k t gains: PeoPle 300 6 low 1 300 0 0 0 Appl. (M 1200 2 low 0 0 1 1200 1 60017SubbtRSHgairw7+6. +12+16 24WS 2700 1374 1097 Less oftnal cooingLesstiarmw p 0 0 0 Cooing mftb Aon 0 0 0 018Dudgain102497100A770101371110 19 Tdal RSH gair-(17+18pPl.F 1.00 27353 1.00 2170 1.00 1215i2 1.00L. 120720Airro**W (dm) 1400 1400 166 152 28 72 62 PdnW oe0ed U ACCA to meet all requirements of Manual J 7th Ed. IAvVa^t^1tS©F Right-Sur0Reaidentiel5.5.17RSR2e014 2004FW1315:07:57KE:%Fle$\Dd4ormn2OOZl733SANDYRIDGEN733SANDYRIDGE.r3r Papa 1 RIGHT-J WORKSHEET Entire House DEL. AIR HEATING,AIR CONDITIONING,R Job:1733 SANDY RIDGE 2-13-04 109 COMMERCE STREET, LAKE MARY, FL 32746432M Phone: (407) 831.2W5 RPA NUAL .f. M ha. 1 Name0froon LMNG+FOY PVUDR PANTRY MBDRM 2 Length of exposed wall 66.0 It 6.0 ft 6.0 ft 27.0 ft 3 Room dimel>9b 20.0 x 20.0 ft 9.0 x 4.0 ft 6.0 x 5.0 It 12.0 x 14.0 ft 4 Cerngs Condit Option 9A It heaVoDol 9.4 ft heaVood 9A ft heatl0ool 0 ftI haaVcoot TYPE OF CST HIM Area Load (Btijh) Area Load (Btuh) Area load (Btuh) Area Load ffuh) EXPOSURE NO, Htg Clg ft*) Htg Cig Htg Clg R'! Htg Clg Hto G9 5 Gross a 148 4.6 2A 516 0 0 0 b 12C 2.9 1.9 38 0 0 216 c 13C 3.2 1.2 66 56 56 partitions d 0.0 0.0 0 0 0 f 0.0 0.0 0 o 0 0 6 V*KkN s and a 1C 37.0 32 1183 0 0 0 0 1109 glass doors b 6C 37,0 64 2365 0 0 0 0 0 Healing c 9C 38.7 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0"'-" 100 0 e 0.0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 7 Vlkdows and North 20.4 0 0 0 0 0 0 0 0 glass doors NE W 0.0 0 0 0 0 0 0 0 0 Coding ENV 54.4 64 3482 0 0 0 0 30'"" 1632 SEASW 0.0 0 0 0 0 0 0 0"'"' 0 South 30A 32 973 0 0 0 0 0 Hom 0.0 0 0 0 0 0 0 0'-" 0 8 Olherdoors a 11A 18.9 12.7 24 453 306 0 0 0 0 0 0 0 0 b 10D 14,7 9.9 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 b 0 0 9 Net - a 14B 4.6 2.1 420 1935 a65 0 0 0 0 0 0 0 0 eosed b 12C 2.9 1.9 14 40 27 0 0 0 0 0 0 1 536 362 wale and c 13C 3.2 1.2 66 208 77 56 176 66 56 176 66 0 0 0 panes d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 01 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 168 255 374 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 66 1711 0 6 156 0 6 156 0 0 0 Nob: roam b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 Qai.0 . c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is dapl. d 0.0 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 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 hCation a 24.6 6.9 120 2957 832 0 0 0 0 0 0 301 739 208 13 Subbblloas-6+8,+11+12 10852 332 332 2669 Less exbmel haatin0 0 0 0 0 leas tardier 0 0 0 0 Heating won 0 0 0 0 14 Dud loss 100A 1065 100A 33 10 33 1014 267 15 Total loss =13•14 1 11937 365 355 2W5 16 InL gains: People a 300 4 1200 0 0 0 0 1 300 17 1200 Subbt RSH g 7+8..+1 16 0 0 7761 0 0 66 0 0 66 0 2875 Lass eucian al 000im 0 0 0 0 Less Lgdtlsfor 0 0 0 0 18 Co*q redistribution Ductgain 1 0 776 1 0 7 1 0 7 101A""' 0 288 19 TOW RSH ga"17+18)'PLF 1.00 11537 1.00 72 1A0 72 1.1 3163201Airmquiud (dm) 496 437 15 4 15 4 122 162 Ptintout ce0ed by ACCA to meet all requirements of Manual J 7th Ed. QHVS-C31 t Right -Sint Residential 5:5.17 RSR26014 2004-Feb-1315:07:57AWE, EsVik rtlaton2002N733SANDYRIDGEl17335ANDYRIDGE.rar Pape 2 RIGHT,J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1733 SANDY RIDGE 2-13-04 109 COMMERCESTREET, MAKE MARY.46"MO Phase: (407) 831-2665 W VAL J: Im tor. 1 Name d mom MBATH MWIC BDRM3 BORM? 14NV2Uwo d eposed wag 6.0 ft 0.0 ft 14.0 ft 25.0 ft 3 Rcantgi11IN fiats 6.0 x 12.0 ft 9.0 x 6.0 ft 12.0 x 14.5 ft 13,0 x 12.0 ft Ceinps Condit Option 8,0 ft heattool 8.0 ft heattod 8.0 IlheaV000l 8.0 It IheAtod TYPE OF I CST HTM Are& toad (Beth) Ame Load (Beth) Wes Load (Bah) Are® Load (Btuh) T) WOSUR E NO. H1p I Cig Hfq C39 m Htg I p9 M Hl9 C19 lft') Htg I C19 5 Gross a 14B 4.62.1 0 0 0 EVos& d b 12C 2.9 1.9 48 0 112 200 wags and c 13C 3.2 12 0 0 0 0 paitigons d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 01 6 V1And m and a 1C 37.0 0 0 0 0 15 5% 1109 ass gldoorsb8C 37.0 0 0 0 0- 0 0- 0 0 Healing c 9C 38.7 0 0 0 0 0 0 0 0 d 0. 0 0 0 0 0 0 0 0 0 e 0. 0 0 0 0 0 0 0 0 0 f 0. 0 01 0 0 0 0 0 0 0 7 ftidowa and North 20.4 0 0 0 0 15 306 0- 0 gloss doors NFJNW 0.0 0- 0 0- 0 0 0 0- 0 Cookv ENV 54.4 0 0 0 0 0 0 1632 SEISW 0. 0 0- 0 0 0 0 0 0 0 South 30. 4 0 0 0 0 0 0 0 0 Holz 10.0 0- 0 0 0 01 0 0""1 0 8 Other doom a 11A mg 12.7 00 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 c 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 0 0 0 0 0 0 0 0 0 0 0 0 e gaased b 12C 2.9 1.9 48 138 93 0 0 0 97 279 189 170 490 330 work and c 13C 32 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 a 00 010 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceirgs a 16D 1.7 2.2 72 122 160 54 92 120 174 295 387 156 216 347 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25,9 0,0 6 156 0 0 0 0 0 0 0 0 0 Nola: momb19G1.1 0,0 0 0 0 0 0 0 0 0 0 15ti 177 0 perirt eter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 Is dfepl. d 0,0 0,0 0 0 0 0 0 0 0 0 0 0 0 for sorb a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 hoar$) f0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 k4tabon a 24.61 6.9 0 0 0 0 0 0 15 370 104 30 739 208 13 Subtotal bos=6+8_+11+12 416 92 1498 2779 Low wdww heaft 0 0 0 Leas lana( a 0 0 0 0 00 14 p142100A9100A1501QA715Totalboa =13+14 457 101 1648 3057 16 Int garm People ® 300 0 0 0 0 0 0 a 0 Appl. (M 1200 0 0 0 0 0 0 0"" 0 17 SulftRSHgskp7+8-+12+16 254 120 986 2518 Low eamw.». 000tirg Lesa transfer 0 0 0 0 CooKM 10 0 18 Duct gain 12 1 0 250 19 Total RSH gain-(17+18)-PLF 1,00 279 1.00 132 1,00 ION1.00 27 20 Ain nt * W (dm) 19 14 4 7 68 58 127 142 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ve/a 7 1 1t50ft RIVSuite ReaideriN SAU RSR2W14 2004-FW1315:07:57 E:1733SANDYRIDGEH7335ANDYRIDGE.rar Pape 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1733 SANDY RIDGE 2-13-04 1 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Ml1rVllAL J: !III m Named room WIC2 BATH2 KALLISTAIRS LOFTR4CakWLengthderasedwatt11.0 it 3.0 fi 12.0 R 40.0 it Room drrronaI. 6.0 x 5.0 R 17.0 x 6.0 it 7.0 x 8.0 R 16.0 x 15.0 It Comfit Oplon 8.0 it I hM00001 8.0 R hestAwd 8.0 ftl heattool 8.0 R heaVwd TYPE OF CST HTM Area Load (BWh) Area Load (BWh) Mee Load Mt11) fuse Load (BWh) EXPOSURE NO. HID Cig Htg G9 W) Htg 1 09 R') Htg Cig ff) HW C19 5 Gross a 148 4.6 2.1 0 0 0 b 12C 2.9 1.9 Be 24 96 c 13C 3.2 1.2 0 0 0 0 palmona d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 f 0:0 0.0 0 0 0 6 V*Xkmsand a 1C 37.0 15 FM 0 0 15 5% 1109 gless doors b 8C 37.0 0 0 0 0 0 0 0 0 Hea6rg c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 V*KbAsand North 20.4 0 0 0 0 0 0 1 269 piss doss NEW 0.0 0 0 0 0 0 0 0 CoaMng E!W 54A 15 16 0 0 15 816 1 816 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30A 0 0 0 0 0 0 55 Hoe 0.0 0 0 0 0 0 0 0 8 Otwdoora a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 Q 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Not a 14B 4A 2.1 0 0 0 0 0 0 0 0 0 0 0 0sposedb12C2.9 1.9 73 210 142 24 69 47 81 233 157 290 835 564 web and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 p 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 00 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f U 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Cekw a 16D 1.7 2.2 30 51 67 102 173 227 56 95 125 240 407 634b0.0 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 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25,9 0.0 0 0 0 0 0 0 0 0 0 0 0Nob: room b 19G 1.1 0.0 30 34 0 54 61 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0Isdispl. d 0.0 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 0Boors) f 0M 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 k4tradon a 24AI 6.9 15 370 104 0 0 0 15 370 104 30 739 2D8 13 SublofW Wssu6+6,.+l1+12 1219 303 1252 3090LOUWdemw00000Losstwww000 Had 14 Duct loss 100A 122 100A 30 100A 125 104A 30915Totalbat -13+14 1341 334 1377 3399 16 Ir t gains: People G 300 0 0 0 0 0 0 0Appl. ® 1200 0 0 0 0 0 0 0--'- 017SublotRSHgairl=7+8..+12+16 1129 274 1202 2446 Last tender 0 0 0 0 C0" redistribution 0 0 0 018Dudgain - 10 113 100A 27 10 168 1 24519TOWRSHgarrp(17+18W 1.00 1241 t.00 301 1.00 132D 1.p0 21382Df+k+agtired (dm) 56 61 14 15 57 68 141 138 iintout certified by ACCA to meet all requirements of Manual Right-Surie Reaiden W 5.6.17 RSR26014 20D4-Feb•13 1507:57 Pape 4 dryer rml coo 50a l d E 4' f+aD t 4'at0' 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL laea l»<d .9 or 7oa. rut. 226 To > 9' KN w YQYEB 3" both duct Aid to roof cop Pl i w/fon A Nutone 696RNB 2—CAR GARAGE s'-.• cta I pp LR4 Of 7N0. M. 3.5 TONeWACOM 0240V lPN 7843 pl. MR 5Q0 2404 rod DbflDrm by` bbr r-D' x r-e" ax ts7J'gr i i lYr" o 2ND. FLOOR PLAN 1 ST. FLOOR PLAN Kr. R001 YVMa 7M A. flaaR UW"a Y]S Sa R. 2 W.i RMR. CAME 373 Sa R. r a EMM 67 ft R, 1 IAIra 54 s2 R. : WAL SIL R. 2AM Sa RVO. rum LAW W&M NMI" A3 S4 R. Must have a minimum clearance of 4 inches around the air handler per the State Energy code. AB duct has an r-6 insulation value. 4" both duct to roof cap w/fon—ligght Nutone 763RLNB Llj D 0 Of z o z aCrU) zM a cr_ Q LLJ Rating 14. i ENGINEERING PACKAGE kk BUILDER: PROJECT: MODELBUILDING: A6T Z 2EVISION DATA: 3/by-z NEW LOAD: CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH 900 959-8806 FAX 941294-7934 This In A Danyaroun Condillorr Sluathtna f0 PRGVI;tIT 'IIIIS FAILURL'', ANCHOR calrpration votm rOil RESTRA ll T[fe buc"lrtp. L.ATERAL.. iIRACI"G t Cu..rM..ouabNpllx.cb.g USE NET{toD StioUl.1 AT rn.lag.b.a.p.Cing.but on. AtiameR po.rrdJl..la.l iwckllog $9'RItC f ItRALLY 6041Nil of.aw.bar.att,w..t ME1'tlOp SPeCIFIED By 1114 s.tne tuna. pROVVISSIONAL ENGINEER a.aring lo. t.nus.s OR ARCHITECT'. AliCtfoRAGE BY BUILDItIG DESIGHER other anchorage provisions for other types of walls). O Q 1—_) O O O CiATF, o o:: A O ot= o t= o t=I t=3 C__3 g. Iby building d11.10 solid sod rstrabts I.t.ral 1. tt..r.lry p.rwMf..gt 1,11 tg. auuut Waist fundny. o.np....Lorn web A hofl 1IAGo"AI. BRAce RL•'STRAltrl' IJITitIti 9'HE lltir r (3A & 3B) rt...tnit.g A iCtt RAGE Oil RESTRATIM OF L.ATL AL. EiNAMIG rite drawing bslow shown how to restrain the CLO (EM-) when specified on their engineering sheets (dnug_ shows F-X"-PLP- TRUSSES as ACIS600% fiML,E) when the adjacant truapes have a` a Qn -% 1Q dl`fferent configuration (FIt3k Itliown here.) The Brace DBR) alelnbere acre 2x4' a { `;1 the ends of which are attached to TOP f, PM.'PON chords. The diagonal brace to be attached to one 'ice of tlueb tmi VXAMPLK TRUSSES SCISSORS STY LEI — -% rcoopr.aaian v.b-*loping 1 or vartloal, uc Well o•.droy braolay. Cmttinun..t lard fx.c. \ Gt)t agoaa ar cr 's.y tray. u. ooc. that ] t.v... J. d.p..ndtng on true. h.1g it. 23tt A ac 4c144 grid. \ Nattanal br.co a.lied to ottputlt..{d. of watt prsv.att Lt..a1 mom«rr.ot w.d ahw.ld br..p..r.d at .t.p.ar4.nardy 10 Ir•rint..val..— - Ittc.Cb adchl2T-16d na114 c Ao .ad to chord. and co aid. al ar.b of Goat Lauous 1at•ral bgaoa. Alpine standard thavitttg 137 showsvarious types ofanciwtage or res"'Its for coalinuous lateral bracing. Among them is a cast where the %%vb iatcrat braciog is anchored by a diagonal brace at 4S dcgrccs horn a horizontal plane A 5 degree dniation Is strucctuatly acceptable- Ifthe tltviatloo is grcatu than S degrees, aseconddiagonalbractaballbeprovidalsuchastosealsall 'z . The CLB as well as both cods of this diagonal brace shall be anchoad Stith 2- 16d comnwtt nails. R7 V -sei UP- 3ILS10L 91 46 12 v . Z 2O'Zool FItlK STYLE ACTRUSSES E ARE a This is a recommendation only. Permanent bracing for all stnictuual elements and anchorage to accomplish the transfer of the loads to other structural elements of the building to achieve total structural integrity is the responsibility of the building designer per Florida Building Code. caf August 19, 2002 Mr. Jim Nick Carpenter Contractors of America 3 900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Jim, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128"x3,0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal, distance between nails is maintained. The following table lists appropriate nail spacing for the connection of girder plies. SPACING OF 16D COMMON SPACING OF 0.128"X3.0" NAILS SPECIFIED IN DESIGN PNEUMA71C NAILS 2" O.C. 1.7" O.C. 3 2.5 4 3.3 4.2 6 S.0 7 5.8 _ 8 6.7 9 7.5 10 8.3 11 9.2 12 10.0 13 10.8 14 11.7 15 12.5 16 Please note tliat 2-ply girders need to be nailed from one face unly. Note: The nail spacing of 4" O.C: for web bracing to be the same for 16d common nails and for 0.128"0.0" pneumatic nails. S in cerel'y '' ,4I1ciC4). .** f No.22839 W in,?E. STATE OFWalterP. Senior Chief Engineer ;,'; QRN1. 'G• AS2 ALPINE ENGINEERED PRODUCTS, INC. ', S/ONA1.` 1950 Marley Drive Haines City, FL 33944 • (863)422-8685 • (900)755-6001 Jab: Cracked Web Repair Detail R2 THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TPUSS WITfi DAMAGED WEBS OF 2X4 SIZE AND 03 $0. PINE GRADE. IN ADDITION. A MAXI14UN OF i CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO NOT COHPLY WITH THIS DETAIL. B) - DAMAGED AREA. 0" MIN. to 12' MAX. LENGTH OF CRAG! IN WEB. S) = (2) -2X4 50. PINE #3 SCABS. MINIMUM LENGTH OF SCAB MUST 6E 1HE GREATER OF; t. 68' + LENGTH OF DAMAGED AREA (6). MINIMU14 OF 34" ON BOTH SIDES OF.THE DAMAGED AREA or 2. BOX OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE.WEB WITH A DOUBLE ROW OF 10d C01414ON WIRE NAILS SPACED 4' O.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST C014PLY WITH ALPINE DESIGNS AND SPECIFICATIONS. R2 THE REPAIR SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL AND DIAGONAL_ WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. 10d HAILS: MIBLE ROM. STAGGERED) BACK FACE r B.G. -1 0 - FRONT FACEPita 2' T +T O + O. + O + O + 0 + 3-1l2' 1 0,:1+ 0+ o+ 0+ O+ 0 NAIL SPACING DETAIL R2 Revised CI_R .1122/2.001 0 0 0 0 o NmIMPDRTANT*m""* ENS1N1w" PgRlI16TB, I-- WARNINGA's J1EOIITJE EI ,Y E-cu' TC LL — PSF CRACKED WEB DETAI S1ALL MY BE RESPONSIBLEESPE FW AW IN HNJOLN6. 61115011111 AM OAA OEV14T10H PJ.OR 7HI9 OESISN O11 THESE SP'EGw=YIO.AT. COA1Jr WAGAJO. SEE HIB-91 BY TPI. SEE TH.s OESISIJ TC DL PSF DATE 09/02/94 O FAILIgE TO BUILD 7HE 7;%W DI C111fWWA1JCE PITH OSIBB BY TPJ. FOR ACUTY19MAL STMIL 6:04 Allran ORAL" RE ALPife OoaFCTOM ARE MAZE & 206A GALS/. STEEL NECT111c ASIN OIIIIBEr1TS. NLESS 0**Rnse I/OICAwm IOP i .. BC OL — PSF ORW HC25094073 Adis OR B EXCIPT AS 1".IFAl. APPLY COMMOU TO EAOJ FACE OF CWft 9 L BE LAT611A11Y SNA"O OITH. POOPER TWO 00 O&ESS OAIE WISE LOCATEII OH THIS GESrGN. PoSTTIM LY ATTACHM PI -Of s WE01THIM BOTIaII04M J clpy2 BC LL PS)' FL"ENGpCWHOIFSPERORA"I1.6S 130. SSO C JSOAi. OESRYJ STAM4RO$ 111;11 P11OPOIY ATTACIED AIGIO GEILIts — SEE "W T(T.LD. PSFGill"M Y/APPLICIBLE FROYTST016 OF IM C TPI. AN 616T.EM'S ALPTJE TEOVICAL HPOATE li/J191l.FOR PAOPER Walter P. Finn P.E. — L=sFx aH THIS OaAriHc APPLIES TO r/e LT]e1PaH@1T SEPIC7EO HERE Iif1YHAtL 4Pfi[CATIGH .ruFH1eH A TXY'Y of rHls ' DUR. FAC. • N OH_Y. Us SHALL NOT BE RELIED IP(BI In ANY OAIHI HAY OESIRI TO THE 11455 61B.ITT2J CNITRXIOA. (J r= a .o I _. rlo. 2Z839 F—TPI - TWm P"Tf THsymnE. NOS - 1991 H nmx M516H [BF&TRIWHO 'SPACING 24. b PAGE 50 WI SCAB OH DETAIL - JMC / ) TMIS 01111 PREPP.REO FROM CO)(PUrER IRPHT (LOADS A (IIIIENSIONS) SUGHITTED BY TRUSS tIFR- TRUSSES 8011_T PER THIS DETAIL DESIGNED TO BE USED FOR THE FOtLOWING: UP TO t40 MPH NAY WIHD, 30.0 FT HEAN 1161. ASCE 7-98. ENC. OR PART. EHC 811Ifa 10CATED ANYWHERE IN ROOF, CAT 11, EYP O OR C, WIND TCOL-S.0 PSF, WIND OCOL-5.0 PSF. ATTACH ONE SCAB TO FACE Of TRUSS WITH 0,128'13' GUN HAILS AT 2" O-C. STAGGERED THROUGHOUT TOP CHORD_ SCAB TO HATCH THE SIiE AND HATCH OR EXCEED THE GRADE AS'SPECIFIEO ON THE ALPINE DRAWING. NOTE: FOR 138 MPH DESIGNS, 200f ADDITIONAL UPLIFT CONNECTION REOUIREO TO UPLIFT AMOUNT SPECIFIED ON -ALPINE DRAWING. ROTE: FOR 140 MPH DESIGNS, 300/ ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AHOUNT SPECIFIED ON ALPINE ORAWIN6, ALTERNATE LOADING: 55 PSF61.33 OF; SO PSFOI.25 DF; 37 MOI-25 OF A 2-0-0 Otl MAX ` 1 L I f t 2L MINIMUM i PLT TYP. Wave TPI-95 Design Criteria: TPY(S VARVIVS'* TROSSES RE08INE ETTRERf CARE IN FABRICATION; VANDLIR6, SRIPPEN6. IRSTAttfBt R0 BRACING. RfffR TO 1116-01 (NAROLING INSTALLING ABO BRACING), I'MISNEO BY TPA (1RNSS PLATE iNSTITATE. $83 O'OROFRIS ON., SUITE 100. RAOISON, AT 63I10). FOR SAFETY PRACTICES 0810 AO PE11t44MI46 THESE FUNCTIORS. BRLESS OTRESUISE IROICATEII, TOP C11080 SRAtt NAVY fROPE1tl ATTACHED STRUCTURAL PANELS. 981TON CAODO SHALL NABf A "OPENLY ATli1CRE0 81618 CEIL111C IMPORTANT— fM*1:4 A COPY Of IRIS OESINN TO THE INSTALLATION CNRTRACTW; Aire"ERGINEEREBPRODUCTS, INC. Ghat AT NE Of ONSIOLE FOR ART DEVIATION fNGN. IRIS 8E1I69i 481 FAHUOf 18 A L I r NOILO THE TNNSSfi IN CONFONNABCE T1Alto 1; fAMCATIOG, NAYOLTN6. SRIPPIN6, 94STALLIAG AND BRACle6 of 1R8SSES. IRIS DESIGN CO8fO8NS MITI! APPLICABLE PIOYISf08S.Of 865 (NATIONAL DE5160 SPECIFICAY1611 PURLIS8E0 BY THE ANER1CAN FOREST AND PAPER ASSOCIATTBR) AND III. ALVINI CORRECTORS ARE MARL Of YOGA ASTN A653 6848 6A1.V. STEEL, ETCEPT 45 NOTED. AP LT COMMICTORS To EACH FACE Of TRUSS. AND MISS OTHEANISE LOCATED as IRIS OESIGH. POSITION CONNECTOP.S PER DRANIRGS LSO A - I. lNE SEAL DO TV.15 DIAVING INDICATES ACCEPTARCL Of PNOffSSIONAt. f8G(AMIOGA} bowd hahm,bc- Its?"S111I111 Sam fit IN Tills E0Nt11Rf1T OE516t SIOYi. TIE SOfTABIttTT ANt OSt OF TN(SlINIO5SC4, FT. 33944 CONPONENT IRA ART PARTICULAR BNILOI96 IS THE RESPONSIBILITY OF 10f BNILOtNO OfS16NEI. PER FI.0 tdfi--CAuduwbafim8567 ANSTITPI 1-18SS 5LCT191 Z. ATV :1 t RPR 23 Walter P. Firm, P.E. No. 22839 TC LL 30.0 PSF TC DL 7.0 PSF BE OL I0.0 PSF BC LL 0.0 PSF TOT.LD. ++47,0 P5F D[JR.FAC. L33 SPACING 24.0" REF R081--0 DATE 11/06/01 DA W HCUSROSI 01310276 ITC-ENG /JWC SEQN - 24952 r" CI_IB ' WEB URACE' SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATNE WEB L-BRACING: BRACING METHOD IS DESIRED. T-BRACE APPLY .TO EITHVR SIDE OF WEB OR NARRO)IR FACE ` L-BRACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 60% OF WEB NOTES: MEMBER LENGTH I THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. —14Z 1 1ALTERNATIVEBRACINGSPECIFIEDINCHARTBELOWMAYBECONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE I. BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER IINI.ESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d OR .128"x3" GUN SCAB NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DRAWING REPLACES DRAWING 579,640 NVARNRNGK.0 TRUSSES REQUIRE EXTREME CARE III FABRICATING, HANDLING, SNIPPING, INSTALLING"" 11TT- i TC LL PSF REF CLB SIIBST. AND BRACONG REFER 70 NIB-91 QIANDL.ING INSTALLING AND (RACING), PUBLISHED BY TPt (TRUSS { PLATE INSTITUTE. 583 WON(I "RtO. DR., SUITE 204. MADISON, VI. 53719) FOR SAFETY PRACTICES I TC DI, PSF DATE 02/18/03 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TRIP CHORD SNAIL NAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTIONCHORDSHALLHAVEAPROPERLYATTACFED BC DL PSF DRAG BRCLBSUB0203RIGIDCEILING. — wvVORTANTxm FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGIEEREDPRODUCTS, WC, S1ALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE / BC LL PSF -ENG MLII/KAR ALPINE TO BUILD TIE TRUSS IN CONFORMANCE WITH TP11 OR FABRICATING, HANDLING. SHIPPING, RNSTALLTNF. L BRACING OF TRUSSES DESIGN (.OWORNS VITH APPLICABLE. PROVISIONS IF NDS <NATIONAL TO 'TOT. I.D. PSFDESIGNSPEC, BY AFLPA) AND TPI. ALPINE CONNECTOR PLATES ARE. MADE OF 20/k0/16 GA <V1VS/K) life 2. 3ASTHA653GRADE40/60 <V,K/1LS) GAL.V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, ALPINE ENGINEERED PR00t1C'FS, BNC. UNLESS OTHERWISE LOCATED ON TN1S DESIGN, POSITION PER BRAWINGS 160A-Z, ANY INSPECTION OF(DPLATESFEILLOVEBBY (1) SNaLL BE PER AMEX A3 OF TPi k-20o2 SEC. 3 A SfA1 roI THIS Walter P. Finn, P.E. DITR. FAC. POMPANO BEACH. FLOHffiA DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIIGINEERING RESPONSIBILITY SOLELY FOR THE I I IO. 22834TRUSSCOHPOWNTDESIGN. SIIOVN. THE SUITABILITY AND USE (IFTIBS COMPONENT FOR ANY SPACING AS BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2- All VK'S E MVK'S - CONVENTIONAL. FRAMED VALLEY DETAIL ) THIS DUG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY IROSS MfR HIS DETAIL IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED RUSSES ORLY. 2X6 SP #2 A IDGE BOARD. 2X6 SP #2 AAFTER 2X4 SP #3;CRIPPLE DIE: FOR CRIPPLES LESS THAN 75' IN LENGTH, NO BRACE REQUIRED. FOR RIPPLES LESS THAN 96- BUT GREATER THAN 75- IN LENGTH, 2X4 -T- BRACE OR CAB BRACE REQUIRED. SP #3, FULL LENGTH, FASTEN WITH 160 NAILS @ 4' OC. R GUN NAILS @ 3' OC. MAXIMUM CRIPPLE LENGTH IS 96' OTE: FOR A CONVENTIONAL FRAMED HIP VALLEY SYSTEM, REFER TO THE DETAIL ON THE LEFT SIDE OF THIS DRAWING, DETAIL FOR SPANS GREATER THAN 20'0' NOTE: EDGE DISTANCE$. END DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS HUST BE SUFFICIENT 10 PREVENT SPLITTING Of THE WOOD. ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND UPLlfT (WINO) LOADS. (STRAPPING NOT REOUIRED) NOTE: USE O.1ZS'X3' GUN NAILS WHERE SPECIFIED. 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A TAUSS BELLIW. CONNECT TO DECKING WITH.BO OR GUN NAIL'S @ 2' OC. F HORIZONTAL CUT MAY BE SQUARE. CUT OR BEVEL GUT, TO MATCH TOP [HOBO PITCH BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0' OC. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4.160 OR 5 GUN NAILS. CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-160 NAILS OR 3 GUN NAILS. 130 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-98, ENC. BLDG. LOCATED ANYWHERE IN ROOF, CAT IT. EXP. B or C, HIND TCOL-5.0 PSF, WINO BCDL-5.0 PSE. I CONNECT 2X6 RAFTER TO CONNECT EACH ENO OF TOP CHORD TO 2X6 RIDGE BOARD WITH 3-160 NAILS OR 4 GUN NAILS. 1 RIDGE RAFTER WITH 4-16D TOE -NAIL S. I CONNECT EACH END OF RIDGE RAFTER 15 TO 7 1 TO VALLEY TRUSS/GIRDER TRUSS OR 1 ROOF PLANE WITH 4-160 TOILS OR NAILS I / 2X6 SP #ZN, TYP OR 4-GUN NAILS (TYP) I 2X4 SP #3 RIDGE BOARD CRIPPLE@ 3'0" OC. MAX / 160 NAILS 1 1 5TO7 112 HEIGHT 1 OF VALLEY 7A) ZX6 SP #ZN, SCABBED ( A) N N N7.7 @TRUSSES BELOW @ 24' OC. 1 TOENAIL CONNECTION AT (A) 2-16D TOENAILS W-7.12(5.5'@45) SPAN OF NAILS 3-161) TOENAILS OR 3 GUN NAILS (TYP) UP TO ZO' 7 16D COMMON OR 4 GUN NAILS UP TO 16' 5-16D COMMON OR 6 GUN NAILS I UP TO 12' 4-16D COMMON OR 5 GUN NAILSMAXCRIPPLE SPACING 6-0-0 DETAIL_ FOR SPANS UP TO DETAIL FOR SPANS GREATER THAN 20'0" 1 PLT TYP, Wave TPI-95 ALPINE Alpine Enneeered Products, Inc. VHaines City, FL Design Criteria: TPI(STDj_ BRACING v REFER TO N18 9l (HANDLING INSTALL INC AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0 OHOFRIO OR., SUITE 200. MADISON- WT 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED- TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTUNAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RI610 CEILING. IMPORTANT" FURNISH A COPY Of THIS DES16M TO THE INSTALLATION CONTRMTOR- ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INST.ALI,:ING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NIrN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AKERICAN FOREST AND PAPER. ASSOCIATION) AND IF]. ALPINE COMFIEC TOILS ARE KAOE OF 206A ASTN A653 GRAD GALV. STEEL, EXCEPT AS 901E0- APPLY CONVECTORS TO EACH FACE OF TNUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, OSITION. CONNECTORS PiR ORAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TKE TRUSS COHPOMENT DESIGN SHOWN. THE SUITAB'.LITY AND USE OF THIS COKPONEHT FOR ANY PARTICULAR BUILDING 15 IKE RESPONSIBILITY OF IRE BUILDING OESI:SHER. PER ANSIfTPI 1-1995 SECTION 2. OTY:1 4 APR 2 3 Walter P. Finn, P.E. No. 22839 FL/-/11/-/-/R/- TC LL 16.0 PSF TC OL 15.0 PSF BC DL 0.0 PSF BC LL 0.0 PSF TOT.LD 31.0 PSF DUR . FAC . 1.2s SPACING v24.0" REF R081-- 0 . DATE 11/06/01 DR W HCUSROBI 01310037 HC-ENG JWC/WPF SEON - 24891 JREF- IS9C061_R13 DP St 11ir:utt5 1 U IiPII, ASt:L 1-98, LYP R. E1u:.) 30 UP" H)1f0, 30.ti FT HEAH HGT ASCE 7 98, EtIC. 00O I OCAf(6 AllIttHEBE N Rd(iF, CAI II• EYP 0• 1411111 (0OL-S.0 Pif, UIlit) OfIft-5.0 PSf. FAR VERTICAL HERS lift HORE IIIAH 4.0": Ill ,5X3 FOR YERIICAL HERS GREATER MAN 4'0-; U2X4_ SPLICE. PEAK. AND REEL PLATES Tit HATCH COMMON TRUSS 214 OR GREATER CHORDS, OP GABLE WILL SUPPORT 4-0- OUTLOOKERS Hit" 2'D• Of""ANG (DROP HEEL GABLE) ACES 24- B.C_, OR TILE LOAD fool, 12- PLYHOOD BYCRHAMG (MOHIMAL HEEL GABLE). 115 TRUSS HAS BEEN OESI61tEa TO -TRANSFER ALL HORIZONTAL HIND LOAD INTO THE ROOFt0CEILINGDIAPItRAGHS. CONNECTIONS AND DESIGN Of 111£SE SYSTEMS ARE THE SPON5IBILIIY Of 111E BUILDING DESIGNER_ 1 HE Buit.aiHG DESIGNER TS RESPONSIBLE FOR THE GABLE SHE AB HALL DESIGN. CEILTUG NO ROOf SHEAIRING OIAPNRAGH CONNECTIONS. AND ALL TRUSS TO HALL CONNECTIONS. 1J16 HIHINUH APA RATED SHEATHING PROPERLY ATTACHED W(Te LONG DIMISION PERPENDICULAR TO SUPPORTS. Rt BOTE: HAIL STEPS Of LADDER TRUSS OHIO Tiff OUTSIDE PIECES HIM 2-160 NAILS AT EACH END. R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD Of GABLE TRUSS HI(H TWO ROWS of 16D HAILS a a' D.C.. STAGGERED 4' ALT. GABI-E SHAPES: 11{l5 DHG PRE{'AIIII/ tk011 CNllYllllR IIIYIfI (lAt,aus A u/rlCnAnn y .•.•.••••-•• -• 6RAillli; IIfYU[Il1i+NS: IldTE: '(HIt tOnf' fxl5(S ld AE OdlO EtIOS (lF YERT1(F3. 11E8. A) O) 2X4 SP 13 -L" ORACf - ATTACH WITH 0.118XS` HAILS Is Z' OC. Ill EHft Mflf5; 4" OC_ BfIHEfli MKS. a) (2) 214 SP #3 't• BRACES- ATTACH EACH WITH (k.128'13' NAILS 8 3' OC_ Ill Efill IOt1ES: 6` dC_ BETWEEN ?ONES. C) O) M SP j2 N 'L' BRACE- ATTACH 1411111 B-1211'13' HAIRS 8 2. OC- 111 ENO ?ODES: I" OC- BETWEEN ZONES. D) (2) 2X6 SP #2 M '1-` BRACES_ ATTACH EACtI UTTH'O.128'X3" NAILS @ 3` OC_ IN ENO ?ONES: 6' OC. BETWEEN ZONES- STUO SPACING J BRACl11G TAatf- 214 SP #3 OEfLEC- t) 214 l'BRACEACE 2j 2Y4tL2 6 Y612STOOYPER(UjSPACINGIIONNot' BRACE TYPE (A} YPE (B)lCj24' CRITERIA BRACE LJ240 3'tO- 4.O` 24' LJI2D 4' S' Z 1•' 4' 0- 16` LJ240 4' 4' 9'2- 4' 0` 16' LJ120 5' 6` 9'3'0' OVERHANG DETAIL LADOER III TRIISSES @STEPS@24' (IC_ 24' 07C_ O-C + (TYP) INCLUDES MAX FASCIA/ REFER TO TABLE FOR BRACIRG REOUIR114"I'S• Over Continuous Support fI—i25 PLF i R1 REV 2-5-02 JWC Note: All Plates Are W2%4 Except As Shown_ Scale --375n Ft_ PLT TYP_ Wave TPI-95 Design Criteria: TPI(STD)_ 19.5c QTY:L IIM - - YAndlM6-- Tafssfs REQUIRE ETTNEaf CAPE to fultICATION, lA.tal.ItG, SIUMING. 1t5T111196 AYD TC I.L. PSF NEF 11661. - -D Ne AClaA. lffEp Te uls-!1 IaweL lac IMLTau IaA Aax 6l aClacl. fxaLlcalM Yi lrf IlanSs FaaIE IrsT11aTE, AeT 0•easfa to aN ., sa1TE tee. OAeISaN, MI 53111). 1" SAffTI fumes /tiag 1a ffaf apxl sG IqE SE f8gi T1961. 8ALES1 e1MEMMISE IMOIC4219, 101' CkO9O SNAIL RAVE fMOfERtt Af 1ACOE0 TC D(_ PSf DATE 1111021.01 LTNMCTulAt. f.rfaA, tatiau C!e!8 LMAia aafE A PAOrEMaI ATIACafO 21.10 Ct1LlaA. ILIt00.7 M7'- Faaalsr A [Ofi !f IM15 OE LIcq 78 TOIL iMS7Ali lTlaM [aMIIACIOq. 4flME LMiiBfEAfB BE. UL PSF DRb1 i1E.lISR0a1 01306241 rMOaMCTS. INC. 511A1t NOT ME AESt8MS1NLE fall AaI aENIATIMM fAex Tills aESICM: Au fAttraf To '-----' 1 Oa1L0 TMf leas SES IN Coar820ANCE Mf1N 01. EIt fA881C01". 191011N6, 54fFPI46, INSIAt1ING AN0 DC I L P5F IIc-EP)r, /JIIC At- t1 j N (_ ) RlfftM. of Ipdssfs. 1111S 9ESISI C"feAgS MITM IMIClBIf MtISlaM5 of MOS feAllailM Of SIMI — L StECIfiCAt18M fWLKMfB at IME AMfa1CAR fOkiSt 190 fitEa ASSOCIAIISAW Apo Tf1- .Lrl#f rn - 2486Ci COieE[IOA.S c!f xABE of 286A ASix a6A3 Ala0 CALM. S1EEL. f%CttY LS NMTEO. aretr ceasfctnlS 7e .'S TOT . L O _ 6O _ Q PSFF SE `l II ELCM fAcf of Teass• LUG eNLE55 OTaEAa15E L&MAD at tali Bfs161. taSllum CONNfelaai rfE (;; 2 3 r y PI tpe ETI,,,„, 011AMII16S 160 1.1. flit Slit 08 Ie1S 6114156 1a61CM5 ACMIAYCI 8f fNBf(SSIat1L EN IM1116 Walter P.j E. MIR - FAC . 1 - 24 r+w Tf11)1TC1S•1. IESPDIfSI81IITY SOt1tY fOR ]ill TlaSi t871fOeEMT DE516M SMOYe. ieE SrnAaltlTi Aaa asE of Tiles —` 1' -yFlaiers04-JL 33844 C-100191 I-N Aar I MIILMtAa ae(le[N6 IS INC tl5f0aSietLlll 0( Ill 111LRt{tl OTSIGILI• I(1 No. 22'839 SWIfla 2i -" UV A 1 ` 1 -- FL Wink (.fYillltt(t 6 A11i00F12N(711[t i 1151 ITPI 1 1595 SLCfI0a 2. a 73239 -- 73239-N48 / 1733E ( ) - Al ) INS UW6 PRLVARLU MM COMVUILR INPUI (LUAUS A UIMLNSIUNS) SUNM1110 BY IRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 4X4= 120 mph wind, 21.98 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. - 3 A p= 3X4 (A1) = 3X4 (Al 1-0-0 15-0-0 _ I _ 15-0-0 LE 30-0-0 Over 2 Supports R=1164 U=440 W=4' PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOL IMG. SHIPPING. INSTALLING AND BRACING 1 ' REFER TO SCSI 1.03 IBU ILOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (IRUSS PLATE IN'-iITOTC. 583 O'ONOf R10 OR -. SUITE 200. MAD ISO*. WI, AND NTCA (WOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERvP1SE LN. MAOISO.. WI S37191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE IHDICAiEO. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTS,CMEO. RIGID CEILING. IMPORTANT" fURNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC. SMALL NOT BE RESPONSIStE FOR ANY DEVIATION FROM THIS 0E5160; ANY FAILURE TO 6411,0 IWE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL... B BRACT NG OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC. BY AFSPAI AND IPT. ALPINE CO. NECIOR PLATES ARE MADE OF 20/10/16GA (W.H/S/K) ASTM A653 GRADE 40160 IN. KIN.$) GALV STEEL, APPAV PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-2. FJE CE1 PrOdUCfS, Inc. ANT INSPECTION Of PLATES FOLLOWED BY (1) SMALL BE PER ANNEK A3 OF TPE1'200? SEC.3. A Sf t OR THISlililCii ["kW DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT1950AfNaeyDriveDESIGNSHOW*. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THEH&m CRY, FL 339" BUILDING DESIGNER PER ANSI{TPI i SEC. 2. FL Certifwe of A m N 567 1-0-0 R=1164 U=440 W=4" OTY:5 W111tP.E. No. 22839 18- 8-12 HI/-/ l/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR JAC . 1.25 SPACING 24.0" 6- 7 1 Scale=. 1875"/Ft. REF RO81-- 81223 DATE 01/04/00 DR W HCUSR081 04084AWK HC- ENG JEC/WPF SEON- 42442 FROM GSB JREF- 1SBH081_Zll 73239 -- 73239-N48 / 17338 ( ) AGE ) IHid UWU YKLI'AKtL1 THUM LUMVUItK INYUI (LUAUS 6 U/Mtf0LUN,) ZUUMIIIt0 LIT IKU" Mt K. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. 4X4= 120 mph wind, 21.98 ft mean hgt. ASCE 7 98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. REFER TO DRAWING HCUSR081 01306184 & 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND'DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 3X4(Al) = 5X5= 3X4(A1) 1-0-0 1-0-0 f! 15-0-0 _I` 15-0-0 30-0-0 Over Continuous Support _f R=78 PLF U-29 PLF W=30-0-0 6-7-1 18-8-12 Note: All Plates Are W2X4 Except As Shown. 9) PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI/ 1 E - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 2 O.O P S F R E F R 0 8 1 81224REFER108C51103INILOIMGCOMPONENTSAFETYINFORMATION). PUBLISHED .1 TPI (TRUSS PLATE .-M ILLIE. 1.3 0.0.0ERIO OR. .. SUITE ZOO. HADISOII.. WI S3119) AND wTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE Lk. — --'- MAOISON. HI 53119) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTH£Rwlif INDICATED. T C D L 7 .0 P S F DATE 0 1 / 0 4 / 0 0TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CETI.ING. , ---- BC OL 10.0 PSF DRW HCUSR081 04084Awl IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. A(PINE ENGINEERED ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE B C L L 00 P S F H C- E NG J E C/ WPFTAUSSINCONFORMANCC4(TH TPI; OR FABRICATING. NANOLING, SHIPPING. INSTALLING 6 BRACING OF TPOSSE`-. DESIGN COLT O.MS WITH AP PI. [CABLE. PRO"', ROV1510N5 DF NOS (NATIONAL DESIGN SPEC. BY AF&PAT AND TPI, ALPINE CONNECTOR PLATE$ ARE MADE OF ZO/16/16GA (W,H/S/NI A$TM A653 GRACE 40160 (W. M/R,5) GAtV. STEEL. APPLY TOT . L D. 37.00 P S F SEO N 42444 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A'2. W er tr3 P.E. _ -. __ pine Engineered ProdLlc(s,tnc. DRAM(NGPIMOICIIC."5 PACCfPTAN" OF PROFESSIONALSHALLENGINEERINGERESPONSIBILITYDOSOLELY3FOR THE TRUSSACOMPONFNI O U R. F A C. 1.25 FROM G S B 1950 Marley Drm DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF IHE No. 22839 Haim Cay,FL 13844 BUILDING DESIGNER PER ANSI/TPI I SEE.:. -- -- SPACING 2 4. 0" J R EF- 1 S B H 0 81 _Z l l FLCe9fWeofAvdnumY%7 73239 -- 73239-N48 / 1733B ( ) - A2 ) I HIS UWU N(tFAKtU tHUM LUMVUItK LNVU( (LUAU) 6. UIMtNZ,IURN) SUDMIIItU UT IKUSb MTK. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord., 4X4= 4X6= 120 mph wind, 21.75 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5-0 psf, wind _ BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. HYJ AU= 3X4 (Al) - 3X4 (Al) 1-0-0 1-0-0 2-3-013-10-8 I I 13-10-8 I 30-0-0 Over 2 Supports R=1164 U=438 W=4' R=1164 U=438 W=4' PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 WARNING"" TRUSSES REQUIRE EYTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING .0 GRACING. REFER 16 BC51 1.03 (BU ILOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SRI D'ONOf BID DR., SUITE 200. HAD150N. NI 53T191 AND BICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 E:NiERPRi SE IN. Nw01 SON, WE S3T19) TOR SAIEEY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1891CATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACNEO RIG 10 CEILING. t IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUTALPINELRUSSC I4 CONFORMANCEL WITH Tp(RESPONSIBLEFABRICATING. VHANDLING. SHIPPING. INSTALLINGY Bf BRACINGTOfG TRUSSESE OESIGN CONFORMS WITH APPLICABLE PROVISIONS Of N05 (NATIONAL DESIGN SPEC.. 61 AFEPAT AND TPI. ALPINE ierCONNECTORPLATESAREMADEOFID/18/16GA (W,H/S)K) AST. Al. GRADE 10160 IN. K/H,51 GAIY 11EEL. Y: PLY I`' S7pi.- V,.,HM,,, Products,PLATES TOEAfFACEF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 1L )B6OA-Z. w'1I n, P.E. 01 BY (116ied1nc' DRAWING INDICATES PACCEPTANCE Of PRO ESSIOOALL ENGINEERINGBEPER ERESPONSIBILITY DOSOLELY TOP THE 'PUSSACONPONE NT1950Mx* DTrve DESIGN SHOWN, THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE No. 22839 Haim City, FL 33844 9U116ING DESIGNER PER AN51/TPI 1 SEC. 2. ,..._-.. FL Catfrae ofADtbmumnon. 9 %7 18-8-12 HI/-/l/-/E/-/- 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 JAC . 1.25 SPACING 24.0" 6-1-7 3 Scale=.1875"/Ft. REF RO81-- 81225 DATE 01/04/00 DR W HCUSR081 04084AWN HC-ENG JEC/WPF SEQN- 42460 FROM GSB JREF- 1SBH081_Zll IH1S UW(i YRt.t'ARLU 1ROM CUMYUIE.N iNVUi (LUAUS 6 U1MILNSIU1145) SUNM111LU 8Y IRUSS MfR JL J`! -- /JC JN-N42f / 1/JJ[f ( ) - AJ ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4 X 6 (R) III 4X4= 5 4X4= 120 mph wind, 21.53 ft mean hgt, ASCE 7 98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. L cn m "JAO= 3X4 (Al) = 3X4 (A1) 1-0 0 10-0 o-_ I, 11-e 14-4-0 _1_ 30- 0-0 Over 2 Supports 11- 10-8 1- 0-0 18- 8-12 5- 8-3 6'!• I R= 1164 U=434 W=4" R=1164 U=434 W=4' (3 PLT TYP. Wave TPI Design Crit: TPI-1995 19.6T3-9QTY:1 HI 1 E - Scale=.1875" Ft. WARRING" TRUSSES REOUIRE EXTREME CARE 1 FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. J y T C L L 20.0 P S F RE FR 08 1 81226 REFER TOSCSI103 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE IRSrirUTf, 583 O'ONOF RIO DR.. SUITE 200. MADISON, WI $3119) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN, ------- MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING. THESE FUNCTIONS. UNLESS OIREAMISE INOICATCO. T C D L. 7.0 P S F DATE O 1 / 0 4 / 00 TOP CHORDSMALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. BC DL 10.0 PSF DRW HCUSR081 04084AWO IMPORTANT—FUpNISH A COPY OF TM15 DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED TNUSSC IN CONFORMANCE! WITH IP{RE RESPONSIBLE FABRICATING. HANDLING. SHIPPING, INSTALLING Y AFBRACINGTOFBTRUSSESq ALPINE --- BC LL 0.0 PSF HC-ENG JEC/WPF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFNPA) AND TP1. ALPINE Nlu T 0 T. L D. 37.0 P S F S E Q N- 42448 CONNECTOR PLATESAREMADEOF20118/16GA (WS/K) ASTM A613 GRADE 01 0 IN. K/N,S{ GALY. STEEL. AP"LY Pt LATE TOEACH FACE OF TRUSS AND. ONLE SS OTMERWI SE LOCATED ON THIS OFSION, POSITION PER OaA.WiNGS tNOA-2. R/,'1j1j1i P.E. __-.._.._-... er 7pi.neEngineeEedProduds,Inc. DRAWINGPINDICAN (5 PACCEPIANCEOOFDP0.0FESSIONALALL ENGINEERINGERESPONSIBILITYOOSOLELY3FOR INfTRUSSACOMPONENT OUR . F A C . 1 . 2 5 FROM G S B 1950 Marley DriveNo. 22839 _ _ OE SI GNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FI. CpEdl[1dB HNNrs'0(CuABY,& OIFL R33844XIOB a wi PACING BUILDING DESIGNER PER ANSI/TPI I SEC. 2. ---- S2 4. ON J R E F- 1 SB H 08 1 _Z 1 1 73239 -- 73239-N48 / 1733B ( ) - A4 1 I MI4 UWb FKtYAKtU YRUM LUMYUItK INYUI (LVAUZ 6 ITIMtMZ.IUMZ,) ZUUMIIItV UI IKUbS MrK. Top chord 2x4 SP #2 N :T4 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 4X4= 120 mph wind, 21.53 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 1I, EXP B, wind TC DL-5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. - 3 X4 18-8-12 ono= 3X4 (A1) = 3X4 (Al) 5-8-3 1-0-0 1-0-0 12-10-0 z u a 4-4-0 l 9-10-8 _6 30-0-0 Over 2 Supports J R=1164 U=433 W=4" R=1164 U=434 W=4' PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI 1 E - Scale=.1875" Ft. WARNING** TRUSSES RFOUIRE EXTREME. CARE IN FABRICATION, RAOUL IMG. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F RE F R 0 8 1 81227REFERTOSCSI1XIBUILOINGCOMPOYEYTSAFETYINFORMATION;. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 U. OFRIO DN.. SUITE 200. MA0150M, HI 53319) AND NTCA (MOOD TRUSS COUNCIL OF AMERICA. 6300 LMTERPRISY IN, T C D L 7.0 PSF DATE 0 1 04 0 00ISO.R NI 53)39T FOR SAF(TY PRACTICES PRIOR TO PERFORMING THESE FUNCTIOMS. UNLESS OTHERUISE INDICATED, TOP CHORD SHAH NAYE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING_ BC DL 10.0 PSF DRW HCUSR081 oaosanwN IMPORTANT** FURNISH A COPY OF THIS O(SIGM TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. $HALL NOT BE RESPONSIBLE FOR. AYY OEVIATIO* FROM THIS DESIGN; AMY FAILURE TO 6011D THE B C L L 0. 0 P S F H C- E N G J E C/ WP FALPINETRUSSINCONFORMANCEWITHTPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING i BRACING OF TRUSSES _- DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF$PA) AND TPI. ALPINE CORNECTOR PLATES ARE MADE OF 70/I8/166A (W,HJ$/K) AST" A653 GRADE 40/60 IN. K/N.S) GA(.Y STEEL. ''APP(Y TOT LD. 37.0 PSF SEQN 42450Ae6r1` inn, P.E. PLATES i0EACH FACE OF T0.U55 AND. UMIf.$S OiMERWISE LOCwiEO OY TxiS 0E41GM, P041ilON PfR DMAWINGS INOA-17pi.ne En ed Products, Inc. AMY IMSP(CTIDNOFPLAtESFOLLOWED BT(IISHALL BE PER ANNEX A3 DF TPIL 2002 SEC.3. A SEAL ON THISDUR . FAC . 1.25 F R OM GSB I95oMaTky DRAWING ]HOT ATE ACCFPIANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOIELY FOR IHf TRUSS COMPOMSY! Ne, 22839DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONEN( FOR AMY BUILOIMG IS THE RESPONSIBILITY OF IHT: -'- -- — HsircsCity,FL 3MU BUILDING DESIGNER PER ANSI/TPI I SEC. z. -- SPACING 24:0" JREF- 1SBH081_Z11FLCertificateOfAu6mmmim1567 I NIS UMb YKtHAK[U CHUM LUMPU ILK INYUI (LUAUS b UIMtMS.I LINZ,I 3UUMIIILEE ITT IMUSS MY K. JZJ`t -- /J[3y`N46 / 1/3btl ( J ' Ah J Top chord 2x4 SP #2 N :T4 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 3X4 (Al) 4X4= J AU- 120 mph wind, 21.53 ft mean hgt, ASCE 7 98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC OL-5.0 psf. Deflection meets L/360 live and L/240 total load. l l 3X4 (A1) 1-0-0 1-0-0 12-10-0 1_ 4-11-8 _1_ 4-4-0 _1_ 7-10-8 _1 30-0-0 Over 2 Supports _1 R=1164 U=433 W=4" R=1164 U=434 W=4* PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER iO BC51 101 (BUL...... OIMG COMPONENT SAFETY 1N1ORMATIONI. P118LISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOf RIO DR., SUITE 200. MAOISOM, NI 53719) AND NITA (0000 rRUSs COUNCIL Of AME0.ICA. 6300 EMTERP0.11E EN. MAOISON. MI $31E91 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE frVOIC.AfEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF ruts DESIGN r0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE -- PR600CI5. 'NC. SHALL NOT BE RE5PONSIBLE FDA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING b BRACING Of TRUSSES, DESIGN CORf09MS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL OESIGN SPEC. BY Af bPAI AND T.I.. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/Kf ASTM A653 GRADE 40/60 (N, K/H,S) GALA STEEL, APPLY PLATES TO EACH cACE Of iaUSS AIIO. UNLESS OTHERWISE LOCATED ON THIS OfSiGR, POSITIOR PER WQAM1i11 11GA-1. jY P.E. Zpi-Engineered Produces, lnc "I INSPECTION OF PLATES FOLLOWED BY (11 SHALL BE PER ANNEX A3 OF TP11 2002 SEC.1. A SEAT OR /His wi- I9i0 DRAWING INDICATES ACCEPTANCE Of PROfE5510NAL ENGEREERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT No. 'IA1 O'l E1LOfSIGNsYEOMN. THE SUITA8ILIiV AND USE OF THIS COMPONENT FOR ANY BUILDING IS IKE RESPONSIBILITY Of THE 1V LL.OJ7 HairsC4,FL 73U4 BUILOIRG O£sIGNfR vER ANSI/TPI 1 SEC. 2. FLCiltif r-N, 1f Andwit2tim 6 567 18-8.12 HI/-/1/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. PSF DUR JAC . 37.0 1.25 SPACING 24.0" 5-8-3 9 Scale=.1875"/Ft. REF R081-- 81228 DATE 01/04/00 DRW HCUSR081 04084AWO HC-ENG JEC/WPF SEON- 42462 FROM GSB v------- JREF- 1SBH081_Zll 73239 -- 73239-N48 / 1733B ( ) - A6 1 THIS DWG PREPARLD IROM COMPUILK INPUI (LUAUS d. DIMENSIONS) SUNMIIItU UY IRWI MIR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 4X4= 4X4= 120 mph wind, 21.12 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=-5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 3X4 (Al) = Jam~ 7A0— 3X4 (Al) 1-0-0 1-0-0 10-10 8 1 3-11-0 1 5-0-0 _1_ 4-4-0 _1, 5-10-8 _l 30-0-0 Over 2 Supports _I R=1164. 0=429 W=4' R=1164 U=429 W=4' PLT TYP. Wave TPI Design Crit: TPI-1995 _ 19,639_ QTY:1 WARNING" TRUSSES REOUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING.. REFER TO SCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.-A3 O'ONOFRIO DR.. SUITE 100. MADISON, NI 53219) AND RICA (MOOD TRUSS COUNCIL OF AMERICA. .100 ENTERPRISf IN. MAD ISO., NI 532191 FOR SAFETY PRAC T ICC S PRIOR TO PERf0.MING THESE FUNC1 0.5. UNLESS OTNE RWi SE INOICAIED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AT IACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ATPI.E ENGINEERED ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIIN TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING B BRACING Of TRUSSES. OE SIGN CONFORMS WITH APPLICABLE Pit"ISIONS OF .05 (NATIONAL DESIGN SPEC. 81 Af.P.) AND TPI. ALPINE i CONNE ClOA PLATE$ ARE MOE OF ZO/18/I6GA (..N/S/N) ASTM A653 GRADE 40160 IN. N/H.S) GALV STLE:L. APPLY {/,:. n PLATES TO LAC FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS I61A Z,. 1 11111T C .E. 7p*.C Iy._.TUCLS, IIIC ANYINSPECTION Of PLATES FOLLOWED 8Y (L) SHALL BE PER ANNEX A3 Of TPI1.-2002 SEC.3. A SEAL 0. THIS DRAWING INGIC*lES ACCEPTANCE OF PROFESSIONAL. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT rjo, 228391950MarkyDriveDESIGNSHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF. THE HaNxis CNy, FL 339" BUILDING DE:SIG.t. PER ..SI/TPI I SEC. 2, FI. Ca(>ficam dAmIEDIi2gen aNli 18-8-12 TC LL 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 1 4-10 7 i Scale=.1875"/Ft. REF R081-- 81229 DATE 01/04/00 DRW HC(ISR081 04084AWR HC-ENG JEC/WPF SEQN_ 42464 FROM GSB JREF- 1SBH081_Zll Illy UWU YKtPAKtU fKUM t,VMf UILK IMYUI (LUAU] 6 7UbMIIILU III IKU]S MYK. 3G.39 -- /.SL3N I14d / 1/31E5 ( ) - A/Lo ) Top chord 2x4 SP #2 N :T1, T2 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 :W2 2x4 SP #2 N: SPECIAL LOADS LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) TC From 54 PLF at 1.00 to 54 PLF at 31.00 BC From 20 PLF at 0.00 to 20 PLF at 30.00 TC 107 LB Conc. Load at 26.12 " BC 599 LB Conc. Load at 25.73 BC 45 LB Conc. Load at 26.12 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. TRUSS MAY BE VISUALLY OBJECTIONABLE DUE TO TOP CHORD DEFLECTION. (1) KICKER OF SAME GRADE LUMBER AS TOP CHORD MAY BE ADDED, OR (1) 2X4X(CUT TO FIT) SCAB OF SAME GRADE LUMBER AS TOP CHORD, ATTACHED WITH 0.128 X 3.0 NAILS @ 2.0' O.C. MAY BE ADDED TO CORRECT DEFLECTION. 4X4= 4X8= 120 mph wind, 20.71 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same -size, species, grade, and 80% length of web member. Attach with 0.128x3' gun nails @ 6" OC. A)E1X4 #3 'HEM FIR or better continuous -lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 18-8-12 w> 3X4(A1) V A V = 4X4= 3X8(B1) i o Ao _ o 8-10 8 I 7-11-0 I 5-0-0 I 4-4-0 1 3-10-8 1 4-0-7 I 30-0-0 Over 2 Supports R=1264 U=488 W=4" R=1816 U=728 W=4" 1010 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 — 0TY:1 HI 1 E - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING, T C L L 20 .0 PSF RE F R 0 8 1 81230REFfRf0BCSf103 (BUI TDING COMPONENT SAFETY INFORMATIONI- PUBLISHED BY IRE (TRUSS PtAlf INSTITUTE. SA3 O'OROf RID DR.. SUITE ZOO. MADISON. HI $3319) AND WICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE tN. ILAOISOA, NI S37191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. TC D L 7 .0 P S F DATE 0 1 / 0 4 / 0 0 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL. HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 oaoaaaws IMPORTANT- FURNISH A COPY Of THIS DESIGN TO INC INSTALLATION CONTRACTOR, ALPINE ENGINEERED /` _ ALPINEAEnp'.. rd PRODUCTS. INC. SHALL NO1' OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE f0 BUILD THE BC L L 0.0 P S F H C- E N G J W C/ M MATRUSS IN CONFORMANCE WITH TRI: OR FABRICATING- HANDLING. SHIPPING. INSTALLING 1 BRAN NG Of TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of 405 (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE CORN' CT OR PIAIES ARE MADE OF ZO/IB/I6GA (W.H/S/KI ASTM A663 GRADE 40/60 (W- K/H,S) GALY STEf:L. APPLY p ` TOT . L D . 37.0 P S FS E O N21239 PLATES TO EACH FACT Of TRUSS AND. UNtESS OTHERWISE LOCATED OA THIS DESIGN.. POSITION PER T,PAWIMGS16 OAZ. ir 9 r .E. ----- -- s, Inc ANY INSPECTION OF PLATES FUELORfO BY (1) $HAL.L BE PER ANNEX A3 Of 1'PI1 2002 SfC.3- A SEAL ON THIS D U R . F A C . 1.25 FROM G S B DRAWINGIND)CAiES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Na, 22839 1%0 Marle)'3T DESIGN SHOWN. THE SO ifABILITYAND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of INC HNmes /, Ity, FL 33R64 BUILDING DESIGNER AIR ANSI/TPI I SEE. 2. .---- SPACING SEE ABOVE JREF- 1SBH081_Zll FL Catificare dA. &IlruuioD w 567 I K1 UNU FK1:YAKLU tKUM LUMVUItK. INFU I (LUAU] 6 ULMtNJLUN'J 7UUMLIItU UT IKU ME K. jej`; I -- /SL3`1-n4b / 1/.S.slf ( ) - E31 ) Top chord 2x4 SP #1 Dense :T2, T4 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. TRUSS MAY BE VISUALLY OBJECTIONABLE DUE TO TOP CHORD DEFLECTION. (1) KICKER OF SAME GRADE LUMBER AS TOP CHORD MAY BE ADDED, OR (1) 2X4X( CUT TO FIT) SCAB OF SAME GRADE LUMBER AS TOP CHORD, ATTACHED WITH 0.128 X 3.0 NAILS @ 2.0"O.C. MAY BE ADDED TO CORRECT DEFLECTION. 4X4= 5 120 mph wind, 20.80 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC OL-5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 3A4= 5Xtj= CA'+III ' 3X4 ( Al) 4 2-11 18- 8 12 1- o-0 9- 4-0 —1-2 -4 - 0 I 7-0 0 _I_ 7-0-0 _I 25- 8-0 Over 2 Supports BOY R= 1007 U=415 W=4" R=946 U=381 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 _ QTY:1 HI 1 E - Scale =.25" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. T CL L 2 0.O P SF R E F R 0 8 1 81231 REfERTOBC511-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SHl O' ONOf RIO OR., SUIT( 200, MAGISON. NI 53)191 AND WTCA (MOOD TRUSS COURCI1. Of AMERICA. 6T00 ENTERPAISFIN. MAb ISON, NI S37191 ION SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. T C D L 7 .0 P S F DATE 0 1 / 0 4 / 0 0 TOPCHORD SMALL HAVE PROPERTY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERTY ATTACHED RIGID CEILING. 8C DL 10.0 PSF DRW HcusHosi oaoaanwT IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINf ERGIMEERED ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE `.'0 BUILD THE B C L L O.O P S F H C - E N G J W C / MMA TRUSS INCONFORMANCENIT. TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING f BRACING +U' IRUSSES. _-_ DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of 905 (NATIONAL Of SIGN SPEC, BY AffPAI AND .P1 Al PIN( n . CONNECTOR PLATES ARE MADE OF ZO)IS/I&GA (W,H/5/K) A5YM A653 GRADE 40/60 ON. K/H,S) GAT, 4TaL. APPLY LD `j^•n TOT . L D . 37.0 P S F S E O N - 42468 DLn _,L[ Y._J I_- PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER GRAWINGS 160A Z. Wa er i L'AAAAA, P.E. BE PEP. X A3 OF TPII 2 SEC 0. THIS Pie EnSlnetralrtwG ' tttL ORAWINGPIMOICAI11 PACCEPIANCEIAIII OOfDPROFESSIONALLENGINEERINGERLSPONSIRIlIIY00SOLELY3FOR THE IROS'ACOMPOHEWT OUR . F A C . 1 .25 FROM G S B 195G Maley Drm DESIGN SHOWN. 14 E SUIIABLLITYAND USE OF THIS COMPONENT I"" ANY BUILDING l5 1HE R11PONSIB IL ", OF '{HE , io. 22839 Haines C6yjL 33944BUILDING DESIGNER PER ANSI/IPI I SEC. 2. '-.. -- SPACING 2 4 .. 0" J R E F- 1 S B H 0 81_Z 1 1 FL CatkaitdAv&EIT mim M567 73239 - 73239-N48 / 1733B ( ) - 82G ) Top chord 2x4 SP #2 N :T1 2x4 SP 2400f 2.OE: Bot chord 2x4 SP #1 Dense :B2 2x4 SP 2400f-2.OE: Webs 2x4 SP #3 SPECIAL LOADS LUMBER (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 25.67 BC From 20 PLF at 0.00 to 20 PLF at 25.67 TC 308 LB Conc. Load at 20.67 BC 483 LB Conc. Load at 16.73, 18.73 BC 132 LB Conc- Load at 2Eb.67 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. TRUSS MAY BE VISUALLY OBJECTIONABLE DUE TO TOP CHORD DEFLECTION. (1) KICKER OF SAME GRADE LUMBER AS TOP CHORD MAY BE ADDED, OR (1) 2X4X(CUT TO FIT) SCAB OF SAME GRADE LUMBER AS TOP CHORD, ATTACHED WITH 0.128 X 3.0 NAILS @ 2.0' O.C. MAY BE ADDED TO CORRECT DEFLECTION. 4X4 (A2) 1-0-0 4X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 20.80 ft mean hgt. ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. , A)Y1X4 #3 NHEM-FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 3 A 0 = H5412= 4A.4= ' JA4 NI 4-4-0 5-8-0 Over 2 Supports 7-0-0 3X8 (B1) 5-0-0 18-8-12 R-1382 U=675 W=4" R=1976 U=1048 W=8" PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI 1 E - Scale =.25" Ft. WARNING" TNUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOLIMG. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P Sf R E F R 0 8 1-- 81232REFERTOBCS1103 (BUILDING COMP OMEN( SAF EYY IMFORHA TIONI. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S03 O'ONOFR IO OR., SUITE 200. MADISON. NI S37197 AND WTCA (HOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE I.M. - MADISOY. WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC D L 7.0 P S F DATE 0 1 / 0 4 / 0 0TOPCHORDSNALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTAC"iEO RIGID CEILING. L --- BC DL 10.0 PSF DRW HCUSR081 04084AWU IMPORTANT` TURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPiME ENGINEERED PNOOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION F90H THIS DfSIGN; ANY FAILURE TO BUItO THE BC L L 0.0 P S F HC - E N G J WC / MM AALPINETRUSSIMCONfORMANCEWITHTPI: 09 FABRICATING. HANDLING. SHIPPING. INSTALLING E BRACING OF TAUSSCS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAtIONAL DESIGN SPEC. BY AFEPA.I ANO TPI. AI.PIMf _----- ---' CONRECTOR PLATES ARE MADE OF 20/18/16GA (W,N/S/KI ASIM A653 GRADE 40/60 (W. K/M,S) GALV. STEEL. APPLYP.E TOT . L D 37 0 P S F S E QN- 21232 PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16CA 2. j' ii mn, pine Engil3eeTed PEoducts,Inc. ANT INSPECTION OF PLATES FOLLOWED BY (11 SMALL BE PER ANNEX A3 OF TPII 2002 SEC.3. A SEAL ON THIS D U R . F A C . 1 .25 FROM G S BDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONT `EtI950MarleyDfiveOE NE SIGN SHOWN. IMF SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF TH( O ------------ Ham, City, FE. 3U" BUILDING DESIGNER PEP ANSI/TPf I SEC. Z. - - FLcaffiiceQDTAnimm2mmr56T SPACING SEE ABOVE JREF- 1SBH081_Zll 73239 73239-N48 / 1733B ( ) C5 ) r UMV rnLrAMCV rnun CUP1r U!Ln inrus (LV.AVJ a ]UOMIIItU Of InU J Nrn. Top chord 2x4 SP #1 Dense :T2 2x4 SP 2400f-2.OF: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.00 to 54 PLF at 18.67 BC From 20 PLF at 0.00 to 20 PLF at 18.67 BC 358 LB Conc. Load at 16.73 TRUSS MAY BE VISUALLY OBJECTIONABLE DUE TO TOP CHORD DEFLECTION. (1) KICKER OF SAME GRADE LUMBER AS TOP CHORD MAY BE ADDED, OR (1) 2X4X(CUT TO FIT) SCAB OF SAME GRADE LUMBER AS TOP CHORD, ATTACHED WITH 0.128 X 3.0 NAILS @ 2.0' O.C. MAY BE ADDED TO CORRECT DEFLECTION. 4X4= Ij-0-0 120 mph wind, 20.80 ft mean hgt, ASCE 7 98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL--5.0 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. 9-4-0 9-4-0 I 18-8-0 Over 2 Supports _I R--782 U=406 W-4' R=1011 U=498 4 PLT TYP. Wave TPI Design Crit: TPI-1995 %_ 19.639 QTY:1 HI 1 E - Scale =.375" Ft. NARNIME4" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLIN;. AND ILRACTNG. T C L L 20 . 0 P S F R E F R 0 8 1 81233REFERLUSCSII.01 (BUILDING COMPONENT SAFETY IMF ORMAil ON), PUBLISHED BY 111 (TRUSS PLATE IMSTI.iUFE, Serf O'ORDER ID BR.. SUI IE 200, NA6ISON, Wi 53T19) AND VTCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISEI-. MADISON, NI 53719) FDR SAFETY PRACTICES PAID- TO PERFORMING THESE FUNCIIDNS. UNLESS OTHERWISE 11102—FED. TC D L 7 .0 P S F DATE 01104100TOPCHORDSMALL "APE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED _ RIGID CEILING. BC DL 10.0 PSF DRW Hcuseoal oaoaanwv IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' A L P I N E — TRUSSPROCIY CONFORMANCELWITH TPI7BEpESPONSRRLFABRICATING. HANDLING, SHIPPINGEFORANYDEVIATIONFROMTHISESINSTALLINGANYABRACINGTOFBTRUDSESfBCLL0.0 P S F H C- E N GJ W C/ M MADESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE TOT . L D . 37.0 PSF S E Q N21185 CONIIECIGRPLATESAREMADEOF20/16/I64A (W,H/S)K) ASTM A653 GRADE 40160 (W. K/H,S) GALY Siff:!.. APPLY 2E PiATESTOEACHFACEOFTRUSSAND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A I. W er fine, P.E. ETI ' eacd Producls,lnc ANY INSPECTION Of PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF tP11 2002 SEC 3. A SEAL 0. THIS D UR . F A C . 1.25 FROM G S B M..dMart" BORAY ING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS LOMPONENT NO. Z2$39 DESIGNSHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Hama C", FL 33W BUILDING DESIGNER PER ANSI/TPI I SEC. 2. - SPACING SEE ABOVE JREF- ISBH081_Z11 FLC nfic*GSAuffuro00/567 -.... 73239 -- 73239-N48 / 17338 ( ) - C6 ) IIIIt, UNG PKLPANLU INUM LUMPUILK INPUI (LUAUS 6 UI MtNZ IUN3) ,UNMIIItU DT IKU3', MkK. Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. TRUSS MAY BE VISUALLY OBJECTIONABLE DUE TO TOP CHORD DEFLECTION. (1) KICKER OF SAME GRADE LUMBER AS TOP CHORD MAY BE ADDED, OR (1) 2X4X( CUT TO FIT) SCAB OF SAME GRADE LUMBER AS TOP CHORD, ATTACHED WITH 0.128 X 3.0 NAILS @ 2.0" O.C. MAY BE ADDED TO CORRECT DEFLECTION. 2X4 ( Al) I 0-0 R= 684 U=337 W=4N 5 (- 120 mph wind, 20.80 ft mean hgt, ASCE 7 98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind _ BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 4X4= 3 X4 =_ 16- 8-0 Over 2 Supports R PLT TYP. Wave TPI Design Crit: TPI-1995 17.3s WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING, REFER TO BCS1 103 (BUILDING COMPONENT SAFETY INFORILATIOM), PUBLISHED BY TPI ETRUSS PLATE INSTITUTE, 683 D' ONDFRIO DR 5077E 200. MADISON. NI $3719) AND WTCA (WOOD TRUSS COUNC It OF AMERICA. 6309 ENTERPRISE 'I'R, MAOISOM. MI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTMERWISL INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALI HAVE A PROPERLY ATTACHED RIGID CEIt1NG. IMPORTANT' FURNI SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILONE TO BUILD TI-C TRUSS 10 CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING X BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,M/S/K) AST" 46S3 GRADE 40160 IN. K/N,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A 2, Pfoducts Inc ANY INSPECTION OF PLATES FOLLOWED By (1) SHALL BE PER ANNEX AT OF TPII-2002 SEC.3. A SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COHPUNEN:T IM MBrkyDim DESIGN SHOWN. THE SU1 TA811ITY AND USE OF THIS COMPONENT FOR ANY BULL DING IS THE RI1PON1T1ILlI' OF THE IINNNIXSSCRr, FL 33" BUILDING DESIGNER PER ANSI/TPI I SEC, 2. FL Cenfaitof ABlbaintiwt 567 1 5 7- 4-0 3X4 2 X 4 III R= 603 U=288 OTY: 1 W er inn, P.E. No. 22839 HI/-/ l/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale REF R081-- 81234 DATE 01/04/00 DR W HCUSR081 04084AWW HC- ENG JWC/MMA SEON- 21170 FROM GSB JREF- 1SBH081_Zll 73239 -- 73239-N48 / 1733B ( ) - C4 ) i MIZN UNU eKLVANLU INUM LUPIrUILN 1RYUI ILUAUO 6 UIMtRZ IUR,I `SUOMIIItU DI IKUSJ MIN. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. M 120 mph wind, 20.52 ft mean hgt, ASCE 7 98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind _ BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 4X4= 4X6= 8-0-0 18-8-12 or 9-4-0 18-8-0 Over 2 Supports R=747 U=369 W=4" R=688 U=327 W=8' PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 HI 1/ E - Scale =.375" Ft. WARNING°" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING, T C L L 2 O. O P S F R E F R 0 8 1 81235REFERYOSCSI103 (BU [ICING COMPONENT SAFETY INFORMATION)- PUBLISHED BY TPI (TRUSS PLATE IYSFITUYA.. S42 D-ONOFRID DR., SUITE 200, --ISO*- NI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6100 ENTERPRISE -IN. (` 0150N, .1 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS of"ERWISE INDICATED, T C D L 7 . 0 PSF DATE 0 1 / 0 4 / 0 0TOPCHORDSNAILHAVEPROPERLYAIIACNEDSTRUCTURALPANELSANDBOTTOMCHORDSMALLNAVEAPROPERLYATTACHED RIGID CEILING. 8C OL 10.0 PSF DRW HCUSROSi oaosanxi IMPORTANT— FuRN1SH A COPY OF THIS DESIGN t0 THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED (` --""-- —i— PNODUCTS. INC. SNAI1 NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; ANT FAILUR€ TO BUILD TNf B C L L 0 . 0 PSF H C - E N G J W C / MMAALPINETRUSSINCONFORMANCENIT. TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPt ALPINE TOT.LD. 37.0 PSF SEQN 9166CONNECTORPLATESAREMADEOF20/IB/16GA (W.H/S/N) ASTM A653 GRADE 40/60 IN, X/H,S) GALY STFfi. APPLY W(9, PLATES i0 EACH FACE DF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16DA-Z- Y F7*.neEn eared Products, Inc NNSPECTIONOF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI1 Z002 SEC.3. A SEAt OR THIS DUR FAC . 1.25 FR0M GSB Is Mr ey DRAWING INDICATE5 ACCFPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE 'ROSS COMPONENT Na. 22g39DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSISILITI OF THE Haves City, FL 33844 BUILDING DESIGNER PER ANSI/tPI I SEC. 2. SPACING 2 4. O" JR E F- 1 S B H 0 8 1 _Z 1 1FLCmif%Pft of Au6w®tim / 567 73239 -- 73239-N48 / 1733B ( ) - C3 ) IN1J UMb VKLYAKLU EKUM LUMFUILK INPUI (LUAU) 6 UIMLNJIUNJ) JUUM111tU DT IKUJJ MIK. Top chord 2x4 SP #2 N But chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 2X4 (A1) 120 mph wind, 20.11 ft mean hgt, ASCE 7 98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT I1, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 4X4= 4X6= 6-0-0 _I_ 6-8-0 18-8-0 Over 2 Supports 2X4 (Al) _ IEo I 18-8-12 or 9-4-0 R=745 U=369 W=4" R=745 U=369 W=8' PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 _ OTY:1 HI 1 E - Scale=.3125" Ft. WARNING" TRUSSES REOUIRE EITREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. TC L L 2 0.0 P S F R E F R 0 8 1-- 81236REFERTO8CS1T-03 ED UILOING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SURF 200, MAD ISOM, W1 53719) AND MTCA (MOOD TRUSS COUNCIL OF AMERECA. 6300 ENTERPRISE Lt. (( VMAOISOM. NI S3Ti9) FOR SAFETY PRACTICES PRIOR TO PERFORMIMG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC D L / 7 V P S F DATE 0 i / 0 4 / 0 0TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALINAVEAPRPPERLYATTACHED _ RIGID CEILING. I 8C DL 10.0 PSF DRW HCUSR081 04084nx2 A"IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED, NOT I BUILD THALPINETRUSSCINCONFORMANCEtNIIHTPPIRESPDNSORLFABRICATING. HANDLINGRFORANYDEVIATIONF0SHIPPING. INSTALtIMGTHISDESIGN;YNFBRACINGTOf TRUSSES• BC L L 0.0 PSF H C- E N G JW C/ MMA DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS ENATIOMAL DESIGN SPEC, BY AFSPA) AND TPI, ALPINE T0 T . L D . 3 7.0 PSF S E4 N - 9163CONNECTORFLA7ESAREMAOfOF20118/16GA (W,N/S/X) ASTM A653 GRADE 40/60 IN. M/M,S) GALY STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS DTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I61)A-Z. Wier P.E. EN..ta_TccawJ Pr.odduTlt$ ANY ENSPECTION OF PLATES FOLLOWED BY (I) SMALL BE PER ANNEX A3 OF TP17.2002 SEC.3. A SEAL ON THIS DU R F A C 12 5 F R 0M G S BDRAWINGINDICA/ES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOtEt, FOR THE TRUSS Convo tNT o, 22g39DriveDESIGNSHOWN, THE SUITABILITY AMID USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY CF THE --- HnNes City, FL 338" BUILDING DESIGNER PER ANSI/TPI I SEC. z. -- SPACING 2 4. 0" J R E F - 1 S B H08 1 _Z 1 1FLCat&ft OfAuffiarmI m t %7 73239 - 73239 N48 / 1733B ( ) - C8 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24' D.C. Must be properly attached to the bottom chord. 120 mph wind, 10.30 ft mean hgt, ASCE 7 98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind _ BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 4X6= 2X4 M 4X6= 2X4 (Al) = 2X4 (Al) = LL;- IE 1 4-0-0 ( 10-8-0 _I_ 4-0-0 _1 R=745 U=233 W=8' 18-8-0 Over 2 Supports R=745 U=233 W=8' o'' PLT TYP. Wave TPI Design Crit: TPI-1995 _ 19.639 OTY:1 HI - 1 - E/- - Scale 81237REFER70BCSi1-03 (BUILDING COMPONENT SAFETY {Nf ORMA 71ON1. PUBLISHED BY 9158CONNECTORPLATESARFlUAEOF10/18/16GA AST. A651 GRADE 10/60 (Y.GALY SF_El. APPtY i 1 J T-j PLATES i0 EACH fA[E OF TRUSS AND. UNLESS OTHf RNI $f LOCATED ON THIS DESIGN., POSITION fEP DRAWINGS 160A1. P.E. 3125" ft. NARNING•- TRUSSES REOU(RE EXTREME CARE IN FABRICATION, HANDL IxG, SHIPPING. ItlSTALLiNL AND SPACING, T C L L 2 0.0 P SF REF R 08 1 ANY THIS UWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. 3Zatt -- /Jc.1Y N413 i 1/SSt$ ( ) I-, ) Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 4X4= 2X4 (Al) _ 4X6 (R) /// 120 mph wind, 20.00 ,ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT I1, EXP B, wind TC D_L=5.0 psf, wind 8C DL=5.0 psf. Deflection meets L/360 live and L1240 total load. 2X4 (Al) = I"o-0 1Eo L< 5-6-0 _1_ 1-6-0 7-8-0 _1, 4-0-0 _1 18-8-0 Over 2 Supports R=745 U=367 W=4' PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND &RACING. REFER TO BCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S83 O'0R0FR10 DR., SUITE ZOO. MADISON. WI 53719) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE 1%, MADE SON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIDNS. UNLESS OTHERWISE INDICATED. TOP CHOIR SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACH£D 01610 CEILING- IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4ILD THEALPINE - TR USSCIN CONFORMANCESMALL WITH TPI; 801 BE RESPONSIBLEORFABRICATING. HANDLINGROSHIPPING. M THIS SINSTALLINGY& BRACINGFAILURETOFBTRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFNPA) AND T I ALPINE CONNECTOR PLATES ARE MADE OF 20119/16GA (W,H/S/K) AST" A653 GRADE 40/60 (W. K/H.5) GALY STE,L. APPLY G PIA TES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION PER DRAWIIzS 16OA-1 pine ap " =d PEE3 I. ANY INSPECTION DF PLATES FOLLOWED BY (I) SMALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS 1950Maley DrEft ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT IIRtKS C. DESIGN SHOWN. IKE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THENI'. BUII DING DESIGNER PER ANSI/TPI I SEC. 2. FL Ce1Ld'rmc ofAmSavat m 0 567 R=745 11=369 W=4' OTY:1 t Wer F.uui, P.E. No. 22839 18-8-12 or 9-4-0 TC LL 20.0 PSF TC OL 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" Scale=.3125"/Ft. REF R081-- 81238 DATE 01/04/00 DR W HCUSROSI 04084AXH HC-ENG JWC/MMA SEON- 9168 FROM GS8 JREF 1SBH081_Zll 3Z3`J '- /3Z3`!-N4b / 1/33tl ( ) - C16 ) IMIS VW6 PRLPARLD TRUM COMPUILR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 19.67 BC From 20 PLF at 0.00 to 20 PLF at 18.67 TC 43 LB Conc. Load at 11.06 TC 23 LB Conc. Load at 12.60, 14.60 TC 34 LB Conc. Load at 1'6.67 BC 18 LB Conc. Load at 11.06 BC 14 LB Conc. Load at 12.60, 14.60 BC 53 LB Conc. Load at 16.60 2X4(Al) E 4X4= 120 mph wind, 20.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT I1, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. 6-0 _I_ 3-6-0 - I_ 7-8-0 3X4 (Al) 2-0-0 18-8-12 or 9-4-0 18-8-0 Over 2 Supports R=797 U=420 W=4' R=914 U-500 W-4" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 HI 1/ E - Scale=.3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACINGR!F ' ATOT C L L 2 0.0 P SF R E F R 0 8 1-- 812399CST103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 0 OOFRIO DR., SOITE 200. MADISON, NI S3719) AND WTCA (NOW TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. MADOP)SON. CHORDW$MAILS37iHAVE PROPERLYFIT' ATTACHEDPRACTICESTRUCTPRIORURAL TOPERFORMINGANDTHESEBOTTOMUCHORDSMALLNLESS HAVEAT PROPERLYATTACHED TC D L 7.0 PSF DATE 0 1 / 0 4 / 0 0 RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04084AXI IMPORTANT" FURNISH A COPY OF rxi5 DESIGN i0 THE INSrALI.Ai10N CONTRACTOR. ALP: RE ENGINEERED - LLD THE ALPINETRUSSCINCONFORMANCELWITHTP(NOTBERESPONSORFABRICATING. HANDLING, SNIPPING, INSTALLINGYAFBRACING OFBTRUSSES. BCL L 0.0 P S F H C- E N G J W C/ M MA DESIGNCONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND IP1. ALPINE TOT TAD. D . 37 . 0 P S F SE Q N9180 CONNECTOR PLATESAREMADEDF20/19/166A (N,H/S/X) ASTM A653 GRADE 40/60 IN, X/H,S) GALN. STEEL. APPLY 2D i¢ET L IS._J Inc.LATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I&O'Z. W Z . J111t1P P.E. ____._.___.— ANY INS P _ L,L)(T f'y(,DRALINGPINDICATOf PLATES A[[EP(ANCCOFFOLLOWED PROFESSIONALEENGINEERINGANNEX RESPONSIBILITYQ6SOLELY3TO*, THETRUSS"t »"OMEN; p D U R. F AC. 1.25 FROM G S B 1950 MerL DrIVC DESIGNSHOWN. THE Sul TABIL ABILITY AND USE OFTHIS COMPONENT BT FOR ANY BUILDINGDING IS THE RESPONSIBILITYOF THE No' 22839 HNUIes City, FL 33U4 BUILDING DESIGN" PER ANSI/TPI I SEC, Z - SPACING SEE ABOVE JREF- 1SBH081_Z11 FL Ctlt'10Nk QfAudIarmaiont567 IMID UMU YlltrAMtU rHUP1 L.vmrUltH INrUI (LUAV A VIITCM IVM) SUDnIJILV DI IKUJD MY— SLSY -- /6L.5 Y'N4 4:5 / I/.5.315 ( ) - L/U ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 5X8= 2X4III 3X4= 120 mph wind, 15.00 ft mean h9t, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. 1 hip supports 2-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. 5X8= 2X4(Al) = 2X4iII 2X4(Al ) o-0 2-0 0 8-0 2-0-0 t-o 0 9-4-0 18-8-0 Over 2 Supports R=745 U=324 W=8" R=745 U=324 W=8" O PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 HI 1 E - Scale=.3125" Ft. WARNING** TRUSSES REOUIRf EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. T C L L 2 0.0 P SF R E F R 0 8 1 81240REFERTOBCSI103 (BUILDING COMPONENT SAFETY IMF ORMAI'ION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 0. ONOfR10 OR— SUITE 2", MADISON. NI S3719) AND YTCA (WOOD TRUSS COUNCIL DF AMERICA. 6300 ENTERPRISE La, IUDISON. WI 53219) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCI'I0N5. UNLESS DTH£RWISE INDICATED, T C D L 7. 0 P S F DATE 0 1/ 0 4/ 0 0 TDP CHORD SHALL NAPE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL WAVE A PROPERLY ATFACHED RIGID CEILING. BC DL 10.0 PSF DRW McusR0e2 oaosanxJ IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIDN CONTRACTOR. ALPINE ENGINEERED 1 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE BC L L 0.0 PSF H C - E NG J WC / MMAALPINETRUSSINCONFORMANCEWITHTPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING R BRACING OF TRUSSES. DESIGN CONFLATE WITH APPLICABLE PROVISIONS OF ADS ASIR X653 DESIGN SPEC. BY AF;PA) AND TPI. ALPINE TOT L D . 37.0 P S F SE O N 9156CONNECTORPLATE5AREMADEOf20)IR/VISA (S, OF AD .(NAY NAL DGRADEESIGN AO/BO (N, X/H,S) GAL Y. SIFEI. APPLY PLATE5 TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS IBOA-2. W earANY (NSOL CIL OY OF PLATES FOLLOWED BY 11) SMALL BE PEA ANNEX A3 OF TPII 2002 SEC.3. A SEAL ON THISmleEDgrnceredPnxflWxslnc. DRAWING INDICATES ACCiPIAMCI Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OUR . F A C . 1.25 FROM G S B 19%Maley a;YY No. 22839DESIGNSxOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITYILITT OF THE HainesCity, FL 339" BUILOIHG DESIGNER PER ANSI,IPI I SEC. 2. -- -- - SPACING S E E ABOVE J RE F - 1 S B H 0 8 1_ Z 1 1 FL Ccnifnte OfAD liermb B 0567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. DL.37 -- / 3 4 57-1`440 / 11.5.5 ( ) UUL Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end All connections to be designed by the building designer. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 2X4 M 5-6-0 _{, 5-6-0 120 mph wind, 20.00 ft mean hgt, ASCE 7 98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. _ Refer to drawing HCUSR081 01306241 8 01306184 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility of the building designer. Deflection meets L/360 live and L/240 total load. LA4 (Al) = 18-8-12 iRE 11-0-0 Over Continuous Support R=79 PLF U-38 PLF W=11-0-0 a PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI 1 E/ - Scale =.375" Ft. WARNING— TRUSSES REQUIRE :EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING, T C L L 20 . O P J F R E F R 0 8 1- 81241REfATOSCSI103 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S93 D'ONOFRIb DR., SUITE 2D0. MADISON. MI 53719) AND WTCA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. '-- MAOISOA. NI S3T19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C DL 7.0 P S F DATE 0 1 / 0 4 / 0 0TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSMDBOTTOMCHORDSMALLHAVEAPROPERLYATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSRos> 04084AXL IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. T.LPINE £NGIMEEREO '-^--'--- PRINDUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THEALPINE — -- TRUSS IN CONFORMANCE NIT. TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING B BRACING OF TRUSSES. BC L L 0.0 P SF H C- E NG JWC / MMA DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SPEC. BY AFLPA) AND T71 ALPINE TOT . L D . 3 7.0 P SF S E O N 9182COMNECTORPLATESAREMODEOF2D/18/16GA (W,N/6/K) ASTM A653 GRADE 4O/60 IN, K/H,S) GALV SITE'. APPLY ••.j., . a• A•• f,.,,..,, PLATE TO EACn FACE OF TRUSS AND. UNLESS OTHfRNl 5f LOCATED ON THISIS DESIGN, POSITION PER CRAM NOS 160-[. W er tiinF rZpi-En Efeered PTaducxs,I.. DRAWLANY NSPECTIONTES PLATES FOLLOWED BY (I) SMALL BE PER ANNEX A3 OF TPII-ZO02 SEC-3. A SEAL On THIS D UR . F A C . 1.25 FROM G SBACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOPPONENTII DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE O• --------- City, FL 3MU BUILDING DESIGNER PER ANSI/TPI T SEC, 2 of Aud amotaw IT 56T . .. ..... SPACING 2 4 D" J REF - 1 SB H D 8 1 _Z 1 1FiGati<ieaEe 73239 73239 N48 / 1733B ( ) - MG1 ) I HIS UWG PRtPARLU IRUM COMPU ILK INPUI (LUAUS S UI MLNSIONS) SUHMI IILL) BY IRUSS * R. Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 5.00 BC From 20 PLF at 0.00 to 20 PLF at 5.00 BC 1011 LB Conc. Load at 1.73 2X4 M T 2-5 1 18-8-12 2X4 (Al) = loll# 5-0-0 Over 2 Supports R=899 U=443 W=8" R=482 U=238 120 mph wind, 20.11 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 fl from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. PLT TYP. Wave TPI Design Crit: TPI-1995 _ 19. WAR NING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, MANDL ING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION)., PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5,83 D-ONDFRIO DR., SO ( Z00, MADISON. WI 537191 AND NTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE I.N. HADI SON, Nl 53719) FOR SAFEIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IkOICA.'IED. TO9 CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIt.ING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE IRSTALLAT(ON CONTRACTOR. ALPINE ENGIREERED PRODUTS. INC. 'HAUILD IKEALPINETRUSSCINCDIIFORMANCEIWEINBPIRESPON509lFABRICATING.VHANDLING. SHIPPING, INSTALLINGIBEFORANYDEIATINFROMTHISDESIGN; ANY6F.BR`CINGAIURE OFB TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPEC, BY AFXPA) AND IP1. ALPINE CDRXECTOR PLATES ARE MADE OF 20/18/16GA (W,N/S/K) ASTM A653 GRADE AO/GD (W. K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS ICOAZ. 71.n.eT_T..E TA.od$ I. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPII IDOZ SEC.3. I SEAL D. 1.15 CA 55"Marlley C DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT IUD A>rIDy I)l1NC DESIGN SMDWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE HNmas City, F1, 33W BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. Fl r—'4;, w.,I A.A.-r.." 0 u? TY: 1 I W i.'It'rrP.E. No. 22839 HI/-/ l/-/E/-/- 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 JAC . 1.25 SPACING SEE ABOVE T 2- 5-1 Scale REF RO81-- 81242 DATE 01/04/00 DR W HCUSR081 04084AXM HC- ENG JEC/WPF SEQN- 21191 FROM GSB JREF- 1SBHO81 Z11 73239 -- 73239 N48 / 1733B ( ) - MG2 ) HIS UWG VNEPARLO FROM COMYUILR INYUI (LUAUS 6 DIMLNSIUNS) SUWMIIILO BY IRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TIC From 54 PLF at 0.00 to 54 PLF at 3.88 BC From 20 PLF at 0.00 to 20 PLF at 3.88 BC 946 LB Conc. Load at 2.06 2 X 4 III 5 T 1 11-7 18-8-12 2 X 4 III 2X4 (Al) = 947# 120 mph wind, 19.87 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 1I, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1-11-7 i 3-10-8 Over 2 Supports R=634 U=312 W=4' R=599 U=295 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 CITY Hl/ 1 E - Scale =.375" Ft. WAR lllllra*" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 2 0.0 P S F R E F R 0 8 1 81243REFERTORCSI1-D3 (eUILUING COMPONENT SAFETY INFORMATIDNI. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S.J D'ONOF0.I. OR., SUITE 200. MADISOM. 11 SJTP19) AND WTCA (W000 TRUSS COUNCIL OF AMERICA. 6300 ENif RPRI SE LN, T C D L 7 0 P S F DATE 0 1 / 04 / 00MADISOb, WI 53719)FOR SAiFTV PR A[fl[fS RIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TDP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PRDPENLY ATTACKED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR061 oaosanxn IMPORTANT-' FUNNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE I US$ IN•CONFORMANCELWITH TPiBER[SPONSORLE FOR ANY FABRICATINGEVIATIONHANDLINGpD" THIS SHIPPINGESINSTALLINGYNFBRACINGTOfIHUSSESE B C L L 0. 0 P S F H C- E R G J E C/ W P F BE SIGN CONFORMS WIT. APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFNPA) AND M1. ALPINE '] /pF R T 0 T . L D . 37.0 PSF SE Q N2 1 2 3 6 CONNECTDRPLATESAREWADEOF10/IB/I6GA (W,H/S/X) ASTM A611 GRAN .0110 IN. X/H,S) GALV STEEL. APPLY 2. .-• PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERNIS' I.,A'Ell ON THIS DESIGN. POSITION PER ORAVING; 160A-Z. r inff, P.E. _ --_ ANY INSPECTION OF PLATES FOLLOWED tlY (1) SHALL BE PER ANNEX A3 OF TP II-1001 SEC.). A SEAL ON THIS 7pineEngineeredProducts, Inc. DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT rjQ, 22839 D 11 R . F A C . 1.25 F R 0 MG S B 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF I.IS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE wNNTcNr, FL 338aa BUILDING DESIGNER PER AN61/IPI 1 6EC. 1. - FL . m of MOM iaTice i 56T SPACING SEE ABOVE JREF 1SBH0$1_Z11 Certitk THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. D4.3 -- /)L 37-TY 48 / 1/J 513 ) ) - MI Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 2 X 4 III 0-3-8 i 9-4-0 2X4 (Al) = 2X4111 4-11-4 Over 2 Supports R=255 U=180 W=3" R=164 U=180 W=7.25" 120 mph wind, 10.36 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 WARNING" TRUSSES REQUIRE FKTREME CARE IN FABRICATION, MANDL INO, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIU DR., SUITE ZOO, MADISON. MI 53719) AND YTCA (WOOD TRUSS COUNCIL OF AMERICA. 63" ENTERPRISE tM. MADISON. UI 11111, FOR SAFETY PRACTICES PRIOR TO PERFORMING TMESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVf PRDPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED - RIGID CEILING. IMPORTANT*" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE E11GINEERE.D ALPINE PR0.6UCT5. 7NC. SHALL tl01 BE RESP0N51 BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU TLD IeE TRUSS IM C. ORMAN[E MITN TPI; OR FABRICAi1MG. HANDLING. SNIPPING. INSTALLING B BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPi. ALPINE CONNECTOR PLATES ARE MADE OF 20119/16GA (Y,H/S/K) ASTM A653 GRADE 40/60 IN. K/H,S) GALY. STILL. APPLY PLATES TO EACH FACF OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. PU51T10N PER DR-INGS I6OA-I. ITlllf Engiu.M Products, Inc.ANY INSPECTION OF PLATES FOLLOWED BY 111 SMALL BE PfA ANNEK A3 OF 1PIT 002 SEC 3. A SEAL DN TNIS I950 ( Net1_, I)fiVB DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINE FRINGRESPONSIBILITY SOLELY FOR THE TRUSS COMPUNENT F) DESIGN SHOWN. THE SUIIABILITT AND USE DF TNIS COMPDXENTGOR ANY BUILDING IS THE RESPONSIBILITY OF THE HMb]RRCity, FL 339" BUILDING DESIGNER PER ANSI/TPI 1 SEC, 2. F1 CeltiFic e Of Au 0 567 CITY : 3 WrteA> rm, P.E. No. 22839 HI/-/ 1/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT; LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" T 2- 1-11 1 Scale=. 375"/Ft. REF R081-- 81244 DATE 01/04/00 DR W HCUSR081 04084AXO HC- ENG JEC/WPF SEON- 42479 FROM GSB JREF- 1SBH081 Z11 73239 73239 N48 / 17338 ( ) - M2 ) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 2X4 NI 5 (-- / I/ 2X4 (A1) = 2X4 III 0-3-8 9'4-0 120 mph wind, 10.30 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL-5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. T 2-0-1 4-7-4 Over 2 Supports R-243 U=180 W=3' R=151 U=180 W=7.25' PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:4 HI 1 - E -( Scale =.375" Ft. NARNIN9CS TRUSSES REQUIRE EXTREME [ARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING ARD BRACING, T C L L 2 D. O P S F REF R 0 8 1 81245REFERTOBCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITU (E. 5R3 D'ONofR1O DR., SUI iE 200. MADISON. NI 531I9) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTfRPA ISF LN. MADISON, HI 531T9) FOA SAFETY PRACTICES PR10R 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IWDI[IfD. T C D L 7.0 P S F DATE O 1 / 04 / 00TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSABUBOTTOMCHORDSMALLHAVEAPROPERLYATTACHED RIGID CEILING. L BC DL 10.0 PSF DRW HcuSRo81 04084AXP IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTINS.0C. 0FORMANCESMALLWITH TPINOT BERLSPONSORLFABRICAIIN4. HANDLFOR ANYING, SHIPPING. FROM IN]$ S INSTALLINGYOf BRACINGT^f BTRUSSES. HILOTHEBC L L 0. 0 P S F H C- E N GJ E C/ W PFALPINETRUSSDESIGN CONFORMS WITH APPLICAOLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFRPA) AND TPI ALPINE 7 T 0 T . L D 37.0 P S F S F QN42476 CONNECTORPLATESAREMADEOFZ0/16/16GA (W,H/S/K) ASTM A653 GRADE 40160 (W. K/N,S) GALV "TEEL. APPLY {P. C .C. PLATESTOEACHFACEOfTRUSSAND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER GAAWINGS 16VA-!. YP L+J'MC LL .. _._-._ ._----- mnp TNxted Products ART INSPECTION Of PLATES FOLLOWED 04 (i) SHALL BE PER ANNEX A3 OF TPII.ZO02 SEC.3. A SEAL BN THIS D U R F A C 1.25 FROM G S B K-'"'- ) 950 u DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTQ, 22839 m61DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY 0+ THE H, INNS CNq, FL 33RU BUILDING DESIGNER PER ANSI/TPI I SEC. 2. - -- FL Cuffie : OF ABhoraw" N 567 1SPACING 24.0" JREF- 1SBH081_Z11 73239 - 73239 N48 / 1733B ( ) - GO ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lt Slider 2x8 SP 2250f-1.9E: BLOCK LENGTH 2.000' SPECIAL LOADS LUMBER DUR-FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 3.21 BC From 20 PLF at 0.00 to 20 PLF at 3.21 BC - 603 LB Conc. Load at 1.94 3 X 4 2 X 4 III 5 F-- T 1-1-0 3X4 (E3) = 2X4 III 3X12 (E3) III 2 5-1 18 8 12 120 mph wind, 20.48 ft mean hgt, ASCE 7 98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 2- 5I- 1 3 2-8 Over 2 Supports R=358 U=180 R=483 U=238 PLT TYP. Wave TPI Design Crit: TPI-1995 _19._639 QTY:1 HI I E - Scale =.375" Ft- AWARNIRG" TRUSSES REQUIRE EXTREME CARE 14 FABRICATION. HANDLING. SHIPPING. INSTALLING AND 8 ACING. T C L L 20 . 0 P SF RE F R 08 1- 81246REFERTOSCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 'a03 0, ONOFRIO OR,. SUITE 200. MADISON. NI 53719) AND WTCA (WOO TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN. ` MADISON.. NI S3219) FOR SAFETY PRACTICES PRIOR TO PERFORNINO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 7.0 PSF DATE 0 1 / 04 / 0 0 TOP CHORD SMALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY "TACKED RIGID CEILING. I BC DL 10.0 PSF DRW HCUSRO81 04084AXO IMPORTANT" FURNISH A COPY DF THIS DESIGN TO THE INSTALLATION CONTRACTON. ALPINE ENGINEEREDPRO--- AL P I N E IS SSCIN CONFORMANCESMALLWITH BPIRESPONSIBLE 09FABRICATING, HANDLING, FROM INSTALLINGANYSPACE NOOFBUILD TRUSSES BC LL0 .0 PSF H C E N G J E C/ W P F DESIGN CONFORMSWITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. RY AFBPA) ANO TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/X) AST" A653 GRADE 40160 (W. A/M.S) GALY. STELA., APPLY.t— P E TOT . L D . 37 .0 PSF S E O N 21173PLATES TOEACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A 2. W eY mn, I7*.e Enm ed PTodueu,Inc. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL RE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON I"S D U R . F A C . 1 . 2 5 FROM G S B I Dim DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TkUSS COMPONENT No. 22839 DESIGN SHOWN. TxE IUITAB11:11 AND USE OF THIS COMPONENT FOR ANY BUILDING IS TWE RE SPONSIBIIITY OF THE H—Cdy, FL 33844 BU II DING OE SIGxERPER ANS It PI1 SEC. 2. - ---- SPACING SEE ABOVE JREF- 1SBHO81_Z11 FL Caffiiaft ofAudwram DIF567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. SZ69 -- /-SZ39-N4d / 1/S.SB ( ) - HJS ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24* O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. PROVIDE ( 2) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE ,NAILED AT BOT CHORD. 0-4-1 120 mph wind, 19.89 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 - psf. Hipjack supports 4-11-8 setback jacks with no webs. 20-9-11 T 2-4-14 18-8-12 OR 9-4-0 R=194 U=180 R=82 U=180 T 2-4-14 I.,1-5-0'I i7-0-2 Over 3 Supports R=179 U=180 W=11.313* PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI 1 E - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NARDI ING, SNIPPING, INSTALLING AND BRACIMf.. T C L L 20.0 P S F R E F R 0 8 1-- 81247REFERTOSCSI103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'0NOIR IO OR., SUITE 200. MADISON, HI 53219) AND NTCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LA, OPICHORDWSMALL ) HAVE OPROPERLY ATTACHEDSAFETYSSTRUCTURALPRIORTOPPANELSIANDNGTBOTTOMHESEUCHORDNSMALLS. NHAVE ALESSTPROPERLYHERWISE ) AOiIACMx'D T C D L 7 .0 P S F DATE 0 1 / 0 4 / 0 0 RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04084AXS IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINF ENGINEERED .• PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To BUILD IHE B C L L 0.0 P S F HC - E NG J E C / WP FALPINETRUSSINCONFORMANCENIT. TPI; 0R IABRICATING, HANDLING, SHIPPING, INSTALLING . BA,.CINQ DT TRUSSES. DESIGN CONFORMS NIT. APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI, ALPINE. COMM CTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV STE" . APPLY TOT . L D . 37.0 P S F S E O N - 21213 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED DY THIS DESIGN, POSITION PER DRAWINGS IbOA-Z. ii rr ITI11 P.E._ 7pi.neEned Producu,Inc. ANY INSPECTION OF PLATES FOLLOWED BY(I)SMALL BF PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THISNo 22839 DUR . FAC . 1.25 FROM GSB I9SOMaresDRAWING INDICATES ACCEPTANCE OF by ESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT -- kY DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF SHE - HNUIesC4, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SET. 2. ' -- -- - FL CaTdiate of Auffionnum / 567 SPACING SEE ABODE JREF- 1SSH081_Z11 73239 -- 73239-N48 / 1733B ( ) - HJM ) IHIS UNG PREPARED fROM LOMPUIER INPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MIR. Top chord 2x4 SP ##2 N Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT I1, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3.57 0 4-1 / 2X4 (Al) L,1-5-o>J 2 X 4 NI 2X41A SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.42 to 54 PLF at 6.92 BC From 20 PLF at 0.00 to 20 PLF at 6.92 TC 115 LB Conc. Load at 4.37 BC 52 LB Conc. Load at 4.37 Deflection meets L/360 live and L/240 total load. 0-3-8 9-4-0 T 2-1-15 1 iVIE-6-11-1 Over 2 Supports —! R=357 U=291 W=4.25" R=321 9=183 W=9.5" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 _ 0TY:1 HI 1 E - Scale WARNING** TRUSSES REOUIR:E EXTREME CARE IN FABRICATION, HANOL. ING, SHIPPING, INSTALLING AND BRACING, T C L L 20.0 P S F R E F R 0 8 1-- 81248REFERTOSCSI1-03 (BUILO 1 M6COMPONENT SAFETY INFDRHATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 1) OXOFRIO DR., SUITE ZOO. MAOISDN, M1 53719) AND MICA (MOOD TRUSS COUNCIL OF AHERICA. 6300 ENTERPRISE LN. (` MADISON. MI 53119, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTPERWISE INDICATED. T C D L 7. 0 P S F DATE O 1/ 0 4/ 0 0 TOPCHORDSHALLHAYSPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCMORDSNAILRAPEAPROPERLYATTACHEDRIGID CEILING, BC DL 10.0 PSF DRW HCUSR081 04084AXT 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 /` ALPINETRUSSINCONFORMANCEWITHTPI; OR FABRICATING, HANDLING- SHIPPING. INSTALLING 6 BRACING OF TRUSSES. BC L L 0.0 P S F H C- E N G J E C/ W P F OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFtPA) AND TPI. ALPINE TOT. L D . 3 7.0 PSF S E QN - 42473 CONNECTORPLATESAREMADEOF201191166A (W,H/S/K) ASTM A653 GRADE 40/60 (M. K/N. S) GAI Y. STEEL, APPLY 4e.I-,P.E. PLATESTOEACHFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PEP DRAWINGS 160A-L. Zpi- PrO•' ORAYINGINSPECTION INDICATESPLATESACCEPTANCE OFFOLLOWEDPROFESSIONALSMALL ENGINEERINGANNEXRESPOtIBILITYUUSOLELY3FORTHETRUSSSEALCOMPONENTOUR . F AC. 1.25 FROM GS B I950 muiey r No. 22839DESIGNSHOWN. THE SUITABILITY ANDUSEOfTHISjgIPONENIFORANYBUILDINGISTHERESPONSIBILITY0f :ME fL Cm£NaFe HN esCily, Fl. 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. dAW armia N 156T 1 - -- - - SPACING 24. ON J R E F- 1 S B H 0 8 1 _Z 1 d IHIN UN6 PKt PAKLO PKUM LUMPUItK INPUT (LUAUS 6 UIMt N>IUNN) ,UKM111tU KT IKU D W K. 543`J -- /.3L:5J-IY4E5 ) 1/5-5U ( ) MJ4 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. PROVIDE ( 2) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 120 mph wind, 19.66 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Hipjack supports 3-9-15 setback jacks with no webs. F 3.54 T R=107 U=180 r— 20-4-1 1 1 11 4 1 11 4 0-4-1 18-8-12 R=45 U=180 OR 9-4-0 L<1 5-0>1 5-5-0 Over 3 Supports R=140 U=180 W=5.688" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI -/1/ E - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING, TC L L 20.0 P S F R E F R 0 8 1-- 81249REFERTOBCST1.03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE I%STI TUTE. SB3 D'DNOFRIO DR.. SUITE zoo. MAOISON. WI 53719) AND WFCA (HOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADI SON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL 7 .0 P S F DATE 0 1 / 0 4 / 0 0TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04084Axv IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. Ai PINE ENGINEERED PR INC.ALPINE TRUSSCIN COXFORHANCESHAIIWITH TfPIRESPON5ORLFABRICATING. HANDLING, SHIPPINGNOTBIBEFORANYDEVIATIONFROTHISESINSTALLINGIGN; ANYBFBRACINGRE fiOf TRUSSES, BC L L 0.0 P S F H CLO BUILDto[ - E N G J E C/ W P F OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF4PA) AND TPI. ALPINE /p 4 TOT . L D . 3 70 P S F S EQN 21218 CONNECTORPLATESAREMADEOfZO/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H, S) GALV, STEEL. APPLY ` PLATES TD EACH FACE OF TRUSS AND. UNLESS OTHE0.WiSE LOCATED ON THIS DESIGN., POSITION PER DRAWINGS 160A Z. 1+ r ZpineEngnedPE13dnetS, Inc. ANY INSPECTION DF PLATES FOLLOWED BT (1) SHALL BE PER ANNEX A3 Of TPI1.2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE Uf PROFE5510XAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENI No. 22839 D U R . F A C . 1.25 FROM G S B 1950 Afuky rve DESIGN SHOWN. THE 5UITA8IL ITV AX0 USE OF THIS COMPONENT TOR ANY BUILDING IS THE RESPONSIBILITY OF THE — - — — He— Ciry,Fl. 33944 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. -' --- - SPACING SEE ABOVE JREF- 1SBHO81_Z11 Fl. Cu fraw of AulhaiuDD # %7 3L3`J -- /JL3y-M4t5 / 1/SSU ( ) - HJC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 } 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 3.54 6-15 T041R=I U11991 1 13 R= 7 18-8- 12 J_ 2X4( A ) = or 9-4-0 1E1- 5-031 2- 9-3 Over 3 Supports IPLT TYP. Wave TPI ALPINE pine Engineered Praduds, Inc. 1950 Muky Dnvt MRazs City. FL 33844 FL Cauf=ft of AMt6ormtaB 1567 R= 84 U=180 W=4-907" 120 mph wind, 19.27 ft mean hgt, ASCE 7 98, CLOSED bldg. Located anywhere in roof, CAT 1I, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf- Hipjack supports 1-11-8 setback jacks with no webs. I Design Crit: TPI-1995 19.639 WARNING— TRUSSES REQUIRE EXTREME CARf IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (So, LOING. COMPONENT SAFETY INFOIMATIOR), PUBLISHED BY TPI (TRUSS PLATE INSTITUT:f, 503 D' ONOFRIO DR., SUITE 200, MADISON. WI 53719) AND RTC^ LWOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE I., MAO ISO., WI 53)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS G14ERWISE INDICATED. TOP CHORD SHALL NAY[ PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL RAVE A PROPERLY ATTACMEO RIGID CEILING. IMPORTANT" FUR NI5H A COPY OF YMIS DESIGN t6 THE INSTALLATION CONTRACTOR. ALPINE ENGI.EERED PR000CiS, INC. SMALL .OT .E RE$PO.518LE FGR A.Y IT Y[ATION FROM THIS Of 514N; ANY FAlLVRE TO "ILO TtIE TRUSS IN COME ORHANCE YI TMYPI: OR FABRIEA T(N6, HANDLING. SHIPPING. INSTALLING N. BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC, BY AF.PA) -0 ,P1. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) AST" A653 GRADE 40/60 (W, K/H,S) GA.LYSTf Et. APPt, PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE: LOCAYEO ON THIS DESIGN, POSITION PER DRAWINGS 160A.:- AMY INSPECTION OF Pt ATE$ FOLLOWED BY (I) SMALL BE PER ANNEX A3 OF YPII-2002 SEC.3. A St ALON THIS DRAWING IMOICAIES ACCEPtAIICE 01 PROF ESSIOHAL ENGINEERI.G RESPONSIBILl1Y SOLELY FOR 1.1 TRUSS 1.10.1.1 EST GM SNOM.. i.E SUI TAB IL l TY AM0 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILOI. G DESIGNER PER ANSI/IPI 1 SEC. 2. L OTY: 3 Jaer . F'P.E. No. 22839 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD_ 37.0 PSF DUR. FAC. 1.25 SPACING SEE ABOVE Scale=. 375"/Ft. REF RO81-- 81250 DATE 01/04/00 DRW IICUSRO81 04084AXW HC- ENG JWC/MMA SEON_ 9152 FROM GSB JREF- 1SBH081_Zll 73239 -- 73239-N48 / 1733E ( ) - EJ5 ) THIS UWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 120 mph wind, 19.90 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 0-10-0 T R=114 U=180 2-5 1 18 8-12 R=50 U=180 T 2-5-1 L 0-0 5-0-0 Over 3 Supports R=260 U=180 W=8" FELT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI 1 E - Scale WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANOI.. ING, SHIPPING. INSTALLING AND BRACING. -- T T C L L 20.0 P S F R E F R 0 8 1-- 81251REFERIOSCSI1-03 (BUILDING COMPONENT SAFETY INFORMATIOII. PUBLI59CO BY IP1 (TRUSS PLATE INSTITUTE. S83 O'ONOF RIO OR.. SUITE 200. MADISON. MI S3219) AND MICA (MOOD TRUSS COUNCIL Of AMCRECA. 6300 ENTERPRISE LN, MADISON. ME S3)19) FOR SAFETY PRACTICES PRIOR. TO PERFORMING FHfSE FUNCTIONS. UNLESS OTHERWISE INDICATED. TIC DL 7.0 P S F DATE 0 1 0 4 00TOPCHORDSHALL "All PROPERLY ATTACHED STRUCTURAI PANELS AND BOTTOM CHORD SNAIL HAVE A PROPERLY AIIACHEO 0.1GI0 CEILING. BC DL 10.0 PSF DRW HCUSR081 04084AXX IMPORTANT** FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINCEREO ALPINE PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN! FAILURE TO BUILD THE B C L L O. D P S F H C I NG J E C/ W'P FiRUSSINCONFORMANCEWITHTPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING N BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFNPA) 4N0 IPI. A,PiNE CONNECTOR PLATES ARE MADE Of 20/18/16GA (M,H/S/K) ASIM A6S3 GRADE 40160 IN. K/H.S) GAIY •STEEL. APPLY Cr P E T O T_ L D. 37.0 P S F S E Q N 21208 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-2. 7*eFngule er, lIe.. i, Dille LS,lI1C. 0 AMINGPINDION OfCAIES PACCEPTANCEFOLLOWEDPROFESSIORAIIENGINEERINGANNEX RESPONSIBILITY00SOLELY3FORTHETRUSSSEAL COMVONfNF DUR. F A C. 1.25 FROM G S B I950 •'`l DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 13a• ---- IfameX ciIy,FL 33994 BUILDING DESIGNER PER ANSI/TPI I SEC. z. ---- SPACINGrti cPlllrTgk of AINkm»aN f w7 2 4. D" J R E F- 1 SB H D 8 1 _Z 1 1 I KIJ UN6 PKLPAR tU TKUM LUMPUItK INPUT (LUAUS 3 I)IMtN,IUNS) 7UUMI II EV UY IK", MEK. SZ. 5V -- /-iZiV NAId / 3/SS6 ( ) - tJZ ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 5 2 X 4 (A ) 19- 7-0 T R= 2 U=180 1-2 1 18- 8-12 R 1 U-180 or 9-4-0 120 mph wind, 19.27 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf LLIJ 2- 0-0 Over 3 Supports R= 166 U=18U= OW=4' PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:12 HI 1 E - Scale =.375" Ft. WARNING* TRUSSES REQUIRE EXTREME CARf IN FABpfCA(IOY, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 2 0. 0 P S F R E F R O 8 1 81252 EFERTOIT103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 0` OYOFRio OR., SUITE 200. MADISON, HI 53719) AND WTCA (WOOD TRUSS COUNCIL Of AMERICA. 63o0 fNTERPRIS'i IN. MADISON, WE 53719) FOR SAFETY PRACTICES PRIOR. TO PERFORMING THESE FUNCTIONS, UNLESS OIMERYISE TND.CA-.fo, T C D L 7.0 PSF DATE 0 1 / 0 4 / 0 0 TOPCWOROSHAHHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSMALLHAVEAPROPERLYAT.ACHEO RIGID CE II.ING. BC DL 10.0 PSF DRW Hcusa081 04084AXY IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED — ALPINE PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OMER; ANY FAILURE To BULIo THE B C L L 0.0 P S F H C E N G J W C/ M M A7pme TRUSS IN CONFORMANCE WITH TPI; ON. FANRICATING. HANDLING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC. BY AFGPA) AND TPI. ALPINE TOT . LD. 37.0 PSF SE0N 9145 CONNECTORPLATESAREMADEOF20116/16GA (W,H/S/K) ASTM A653 GRADE AO/60 IN. K/H,S) GALY STEEL. APPLYPLATE5 TOEACHFACEOFTRUSSAND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. W er.J, film, P.E.Engi. ed Prod, I c. ORAWINGPINOICATOf PLATES FOLLOWED BY (1) SHALL BE PER ,ANNEX A3 OF TPII-2002 SEC 3. A 5£AL ON THIS No. 22839 D U R . F AC . 1.25 FROM G S B 1950 NF.L, ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS LoMPONE.1 a'^ 7 Drive DESIGN SHONN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE Rf SPONSIBILITYOF THE -- `--- -"-"— "' -- HTTstlS City, FL 338N BUILDING DESIGNER PER ANSI/TPI I SEC. 2. --- -- SPACING 24. ON J R E F- 1 S B H 0 8 1 _Z 1 1 FLCgrtdMofAIBLuiaoo01567 73239 -- 73239-N48 / 1733B I 1 - EJ 'I IKiS UW, PHtYAKLU FKUM LUMFUILK INPUT (LUAUS 6 UIMM LU") SUUMIIItU tlT IKUJ, MEN. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 } 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 5 — 19-7-0 T3YUR-4=180 1-2-1 8YU18-8-12 R=1=180 or 9-4-0 2X4 (Al) 120 mph wind, 19.48 ft mean hgt, ASCE 7 98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. , E E 1 2-0-0 Overr3Supports R=87 U=180 W=4' PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 HI 1 E - Scale =.375' Ft. WARNING-- TRUSSES REBUIRE EYTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANb BRACING. T C L L 20.0 P SF R E F R O 8 1 81253REFERTO6C51103 (BUILDING COMPONENT SAFETY INFORMATIONI. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S03 O'ONOFRIO OR.. SO(TE 2Do. HAOISON, NI 533191 AND MICA (WOOD TRUSS COUNCIL Of AMERICA- 6380 ENTERPRISE I.N. MADISON. MT 53)19) FOR SAFETY PPACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IfO:;CATEO. TC D L 7 .0 P S F DATE 0 1 / 0 4 / 0 0 TBP CHORD SHALL NAVE PROPERLY AT TACHEO STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW Mcusaosl oaosaaxz IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED `— ALPINE PRODUCTS, INC. SHALL NOT BE RE5PONSI6LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE BC L L 0.0 P S F H C E N G J W C/ MMA TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING R BRACING OF TRUSSES DESIGN CONFORMS WIT. APPLICABLE PROVISIONS Of NOS (NAILONAI. DESIGN SPEC. BY AFYPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 201101166A (W.H/S/Y) ASTH A6S3 GRADE 40/60 (W. Y/H.S) GAIN <IEEL. APPLY I P E TOT . L D. 37.0 P S F SE O N- 9150 PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION P R DRAWINGS 160A z- --- --- ANY INSPECTION Of PLATES FOLLOWED BY (I) SHALL BE PER ANMEY A3 OF TPII'2002 SEC.3. A SE.Y1, ON THIS pine EngineNEe.r.,eFd, Products, Inc. DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SGLEIY FOR Tiff TRUSS COMPONENT No. 22839 D U R . F A C . 1 . 2 5 FROM G S B f 19-50_M '^3 tinve DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE HBBICSCity, FL 33W BUILDING DESIGNER PER ANSI/TPI I SEC.:. - SPACING 24. 0" J R E F- 1 S B H0 8 1 _Z 1 1 FL Catlficge Of AuILaEvanDD 9 567 73239 -- 73239-N48 / 1733B ( ) - CJ3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MfR. Top chord 2x4 SP #2 N Bot chard 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 5 f— C 2X4 (A1) 20-0 0 r R=57 U=180 1-7-1 18-8 12 R=26 U=180 OR 9 4-0 120 mph wind, 19.48 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. T 1-7-1 i L4-L j' 3-0-0 Over 3 Supports R=193 U=180 W=8" FELT TYP. Wave TPI Design Crit: TPI-1995 _ 19.639 _ OTY:6 HI 1 E - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANC BRACING. T C L L 20 . 0 P S F R E F R 0 8 1 81254REFERTOSCSI103 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S92 D'ONOFRIO DR.. SUITE 200. MADISON. WE 53719E AND MICA (HOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. MA"ISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INAICATED. T C D L 7 0 P S F DATE 0 1 / 0 4 / 0 0TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTIOMCHORDSHALLHAVEAPROPERLYATTACHED RIGLO CEILING. BC DL 10.0 PSF DRW HCUSR081 04084AY3 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1.00OtS, INCALPINEIRU5SCINCONFORMANCELWITHNOTBPIRE5POMSOR FABRICATINGIBLE FDA ANY EVHANDLING. SHIPPING. INSTALL INGY&FGRACINGIATIk FROMTHISDESIGN; ANAILUETDFBTROSSESE BC L L 0.0 P S F H C- E N G J E C/ W P F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND IPI. ALPINE TOT T . L D . 37 .0 P S F S E QN 2 1 2 0 6 CONNECTORPLATESAREMADEOF20118116GA (W.N/S/K) ASTM A653 GRADE. 40/6D IN. K/H.S) GALV STEEL. APPLY 2 TY+•r.. —_ — — PLATESTOEACHFACEOFIRU55AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION KEE DAAWINGS 16CA-2. 1J/ C++ ZE.g Product$, Inc. ANYINSPECTIONOf PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPII-2002 SkC.3. A SEAL CN THIS1950 .T. M DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRU`5 COMPONENT No. 22839 D U R F AC 1 2 5 FROM G S B 1 DESIGN SHOWN, THE SUITABILITY AND USE Of THI5 COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE NamesCity, FL 33944 BUILDING DESIGNER PER ANSI/TPI I sic. 2. ---- FLCatb= dAima567 SPADING 24.0" JREF- 1SBH081_Z11 Dib UMFL, rHtrANt0 rNUM L,VMrUItM INrUi (LVAV 6 VIMGMNLVM:1j UDMIIitV 01 tAU) MIN. l /scsy - /scsy rvvEs / i/ssTs wl Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 5 F— - L 0-9-1R=38 U=180 19-2-0 18-8-12 R=6 U=180 2X4 (A1) 120 mph wind, 19.07 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT I1, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf 1 1-0-0 Over 3 Supports R=167 U-180 W=8" PLT TYP. Wave TPI Design Crit: TPI-1995 1.9.639 OTY:12 HI 1 E Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSFAtLING ANDSNACIMG. T C L L 20. 0 P S F R.E.-F R 08 1 81255REFIN10SCSI1.01 (BUILDING COMPORENT SAFETY 1NF OAMAT(ON). PUBLISHED .1 TPI (TRUSS PLATE INSITTUTE. SR3 D'OMOFP IO OR.. SUITE 200, MAOISON, MI 131111 All NTCA IN000 TRUSS COUNCIL. Of AMERICA. 6300 EM TERPR(Sf IN. T C D L 7 . 0 PSF D AT E 0 1 / 04 / 0 0MADISON. WI S3119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL 9A11 PROPERIY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SIIAI.I A. A PROPERLY AITACHEO RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04084AYO IMPORTANT" fuRNISH A COPY Of THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /` —` A L P I N E PRODUCTS. INC. SHALL ROi BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY TAILOIE TO BUILD rWE B C L L 0. 0 P S F H C- E N G J W C/ MMATRUSSINCONFORMANCEWITHTPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING N BRACING Of TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of 005 (NATIONAL DESIGN SPEC. BY AFBPAI AND fPl. ALPINE ((yy Jim, M __TOT. L D 37.0 P S F S EQ N 9139CONNECTORPLATESAREMADEOF20118/16GA (W,N/S/N.) ASTM A663 GRADE 40160 IN. H/N, Si GAIV. Sfff.l. APPLY L l ` TFfX,.. PLATES TO EACH FACE OF TRUSS A.D. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER OHAW3N15 160A Z. Trjy ' 3 P.E. T INS, CTION Of By I) SHALL BE PER X A3 OF SEAL ON THISZpineEn ()Ff1U11C15, DRAWING INDICAIES PACCEPTANCELATES OOfDPROFESSIONAL ENGINEERINGERESPONSIBILITY00SOLELY3FOR THE IRUS. COMPONENT NO. 2Z83 % D U R . FT A C . 1.25 T FROM G S B City, Marley FL DESIGN SNDEN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONS12llli`Y OF THE _ (' P A F` 1 N /, 24 . O 11 J R E F 1 S B H 08 1 _Z 1 1HBl9*50oily,PL 31844 BUILOINL DESIGNER PER AM51)rPl 1 6E[. 2. J 1. L7FLCatifrahaEAndloron / 569 I hIS UWG PHtPAHtU fHUM LUMPUILK INYUI (LUAU? IS UI MtNSIV" j SUbMIIItU by INUSS PIP JLJ` 1 -- /JLJy-M4tf ) 1/JJtl F41. ) Top chord 2x4 SP #1 Dense 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 NAILING SCHEDULE: (0.128x3.0_g--nails) TOP CHORD: 1 ROW @ 9' o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 12' o.c. LUMBER DUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) WEBS : i ROW @ 4' o.c. TC From 293 PLF at 0.00 to 293 PLF at 18.54 USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 10 PLF at 0.00 to 10 PLF at 18.54 IN EACH ROW TO AVOID SPLITTING. Truss designed for 120.00 mph wind, LO.67 ft mean height A Frigid ceiling or continupus lateral bi:acing at 24' O.C. Must be with dead load of 5.00 psf (Top) and 4.00 psf (Bottom). properly attached to the bottom chord. Enclosed building (SBC) Deflection meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. Truss must be installed as shown with top chord up. T 1- 4-0 3X8= 3 X6 =_ 3X4= 5 X 5 =_ 3 X 4 =— 3X6= 3X8= 2X4 UI 2X41U T 1- 4 0 9- 4-0 18- 6-8 Over 2 Supports R= 2809 U=811 W=7.25" R=2809 U=811 W=7.25" a PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 19.639 OTY:1 (H`I 1 E - Scale =.375" Ft. WARNING*" TRUSSES REQUIRE ESIREME CARE IN FABRICATION. -NOT ING. SNIPPING. INSTALLING ANG BRACIRG. TC L L 40.0 P S FREF R 0 8 1-- 81256 REFER10TIC103 (tlUit01NG COMPONENT SAFETY INf ORMATION). PUBL15Mf0 BY "1 (TRUSS PLAFE 7151 I 11!IF. 56+3 0. U. RIB OR., SIT tf Y00. MA0150N. NI 11115) All HTCA (N0011 TRUSS COUNCIL OF AMERICA. 11. IT1 RP.IYf I MAGI SON. HI 53719) FOR SAffiY PRACTIC[S PRIOR TO PERFORMING TMESE FUNCTIONS- UNLESS OTHERWISE INDICATED. TC D L10.0 PSF DATE 0 1 / 04 / 0 0 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORO SHALL NAYS A PROPERLY tT1ACN1!0 RIGID CEILING. BC DL 5.0 PSF DRW HCUSR081 04084nvt IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. .(PINE E)IGINLEKED IRGD SC16CONFORMANCELNOT BE NITH 111RESP6NSORLEFORANY FABAICATINGDEVIATION SHIPPINGFROM THISEINSI.I.LINC IBRACI.GOFIRUSSES SUIED ALPINE TRUSBC L L 0.0PS F H C- E N G J W C/ MMA BE SIGNCO. ORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SP(C. BY AFAPA) AND TPI ALPI Nf fy CO«.ECTOR. PLATES ARE MADE Of YO/ 16/I6GA (N.H/S/R) ASTM A6S3 GRADE 40/60 IN. K/H.SI GAL. STEEL. APPLY 1' LD TOT . L D . 55.0 P S F S E O N - 9187 PLATES TO EACHFA[[ OF TRUSS A. D. UNLESS OTHERWISE LOCATED ON iM15 DESIGN. PbS1i10N PER DRAWINGS 160k 1. `Tq er l irm, P.E. elm ZineEngineered Products,lnc. BEAMING INDICATES Y INSPECTIONOFPACCEPTANCEAIFSOWEDOfPROFESSIONALByITTLENGINEERINGBEPERERESPONSIBILITYOOSOLELY3FORTHEIA.SSSEC.. AACOMPONE!1T OUR R. F AC . 1. 0 0 FROMG S B 1950 Marley D""L BESIGN SHOW.. THE SUITABILITY AND USE OF THISCOMPONENT FOR ANY BUILDING IS THE RESPONSISItITY OF THE Na. 2Z839 _ MRms.C'sy,PL 33944 BUILDING DESIGNER PER ANSI/IF[ I SEC. 1. -'- SPACING SEE ABOVE JREF- 1SBH081_Zll FL Catific rt of Aw4annEim t 567 73239 -- 73239 N48 / 17339 ( 1 - FG3 ) IM/ UNb YHtYAHtL1 PMUM LUMVUItK INrUI ELVAUZ, 6 UIMCM IIVM]) SUOM/IICU 01 IKUgO PO'K. Top chord 2x4 SP #1 Dense Bot chord 2x6 SP #2 N Webs 2x4 SP #3 :W1. W13 2x6 SP #2 N: SPECIAL LOADS LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 15.52 BC From 10 PLF at 0.00 to 10 PLF at 15.52 BC 648 LB Conc. Load at 10.71 Truss must be installed as shown with top chord up 2X4Ill T 1-4 0 W1 I 2 COMPLETE TRUSSES REQUIRED NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12' o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. Deflection meets L/360 livg and L/240 t¢tal load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. T 1-4 0 9-4-0 1 2X4M 2X4u1 15-6-4 Over 2 Supports T 1-4-0 R=1054 W=4' R=1301 W=7.25' Note: All Plates Are W3X4 Except As Shown. 0 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639OTY:1 HI 1 - E -(( Scale =.375" Ft. WARNING TRUSSES REQUIRE EKTREME CARE 1 FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T CL L 40.0 P J FR E F R 0 8 1-- 81257 NEFFPTO8C511.03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. '.83 0 OB66"' OR.. SUIIf 200. MADI50N, VI S3119) AND MTCA (V000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. TC D L 10.0 P S F DATE 0 1 / 0 4 / 0 0 0150R, NI 117191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERVISE INDICATED, pR TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSAND60110MCMOROSMALLHAVEAPROPERLYATTACHEDRIGID CEILING.` BC DL 5.0 PSF DRW HCUSR081 04084AY2 IMPORTANT— FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEENED PH UCIS, lN[. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE B CL L 0. 0 P S F H C- E N G J E C/ W PF ALPINETROD5ISC011f00.MARCE VIiN TP1; OR FABRICATING. MANGLING. SHIPPING. INSTALLING N BRACING 11F TRUSSES. _. DESIGN CONFORMS VIIH APPLICABLE DR OY151: ONS df BDS (NATIONAL DESIGN SPEC. BY AF&PA) AND IPI ALPINE. `VYV CONNECTOR PLATES ARE MADE Of 20/16/16GA (H,H/S/KI ASTM A653 GRADE 40/SO (W. N/H,51 GALV STEEL. APPLY W h r - 4 P. E. T OT L O. 55.0 P S F S E 0 N 9231 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED OR THIS DESIGN, P051Tk0N PER ORAVIACS 160A-Z- ---"""' Pine EaRpweEed Products, to ANY INSPECTION OF PLATES FOIAOWfO By (IT SHALL BE PER ANNEX A3 Of TP11 2002 SEC.3. A SEAT 0R THIS D U R F A C 1 . 0 0 F ROM G S B 1950 Maley Drive OR AWINGINDICATES ACCEPTANCE Of PROF(5S10BAl EFIGIHECHTNG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT No. 22839 ^ DESIGNSOWN. IHf SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING 15 IME RESPONSIBILITY Of THE FLulesC4.FL 33RE4 BUILDING OE5IGNER PER AN51/TPI I SEC. 2. - - SPACING SEE A B O V E J RE F- 1 S B H 0 8 1 _.Z 1 1 FL CuE4iu GCAIN6aTi boa f 567 73239 - 73239-N48 / 1733B ( ) - FG2 ) I HIS UNG PKLPAKF.0 FKUM LUMPUILK INFUI (LUAUS 6 UIMEN SIUNS) SUIIMI IiLU KT IKUSS MFK. Top chord 2x4 SP 2400f-2.OE Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :WI, W8 2x6 SP #2 N: W2, W7 2x4 SP #2 N: Girder supports: 14-6-0 span to BC one face and 15-3-0 span to BC opposite face. Deflection meets L/360 live and L/240 total load. The TC of this truss shall beAbraced with attached spans at 24" OC in lieu of structural sheathing. 3X12= T 1 4-0 W1 3X8= 3X8= 3X12= 2X4 W 2X4III 10- 7-4 Over 2 Supports R= 4253 W=7.25' R=4253 W=4" 2 COMPLETE TRUSSES REQUIRED NAILING SCHEDULE: (0.128x3.0_g--.nails) TOP CHORD: 1 ROW @ 12' O.C. BOT CHORD: 1 ROW @ 4' o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. T G ' Truss must 1be installed as,shown with top chord up. 1- 4-0 9- 4-0 1 T 1- 4-0 J_ PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI 1 E - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND VQ.CI.G." TC LL 40.0 PSF REF R081 81258 RIFENTOSCSI1.01 (BUILDING COMPONENT SAFETY IRFOAMATTONI, PUBL(SHED BY TPI (TRUSS PLATE I„smufE. s83 O' ONGf RIO OR., SUITE 200. MADISON. WI S37191 AND WTCA (WOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE IN. WADISON. HI 11119I FOR SAFETY PRACTICES PRIOR TO PERIORMING THESE fUKT10NS.. UNLESS OTHER WISfINDICATED. TC D L 10.0 P S F DATE 0 1 / 0 4 / 0 0 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERtl ATTACHED RIG0 CF ILING. BC OL 5.0 PSF DRW Hcusaasl oaoaaArs IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPI Nf fNGI Nff RLD ALPINETRUSS IN CONFORMANCE` WITH TPIBE pf5PON5014LE FDAANYDEVIATION FABRICATING. HANDLING. MTHIS (LESION; SHIPPING. INSTALLINGY6FBRACINCTOFBTRUSifS£ BCLL 0.0 P S F H C E N G J E C/ W P F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN SPEC. BY AFGPA) A„0 1P1. ALPINE C ON RECTOR PLATESAREMADE Of 20/19/16GA (W,K/S/N) ASTM A653 GRADE 40160 (W. 9/H.5) GALV. STEEL. APPLY A ,TOT . LD. 55 0 PSF SEON 21340 PLATES 10 EACH IAC1 01 TRU55 AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER ORAMLNGS 160A i Ire, _ ---. 7inwe YA,. S' ANY IN 'PLC iIOR OF PLATES FOLLOWED BY (1) SHALL BE PER ARNEX A3 Of TPII-2002 SEC.3. A SEAT . ON THIS DRAWING INOICA105 ACCEPTANCE OF PROiESSIONAL ENGINEERING RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT Lo. 22839 D U R . F A C . 1.00 FROM G S B 1"0 Malty Vt OESIGRSHOW„. IHE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE—""'-- HNaesCNy,FL33N44 BUILDING DESIGNER PER ANSI/TPI ISEC.2. ---- - FL Catific a dAufficr mml S567 SPACING SEEABOVE JREF- 1SBH081_Z11 73239 -- 73239-N48 / 17338 ( ) - FG5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x6 SP #2 N :W2, W3 2x4 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 4.33 BC from 10 PLF at 0.00 to 10 PLF at 4.33 BC 980 LB Conc. Load at 1.19, 3.19 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24' OC in lieu of structural sheathing. 3X4= 3X4= 1-4-0 W2 3X4= 2X4111 979# 979# 2 COMPLETE TRUSSES REQUIRED NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 12' D.C. BOT CHORD: 2 ROWS @ 6" D.C. (EACH ROW) WEBS : I ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 10.67 ft mean hgt, ASCE 7A-98, CLOSED bldg, Located anywhere in roof, CAT 1I, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Truss must be installed as shown with top chord up. T T 1-4-0 1-4-0 9-4 0 2 X 4 111 C4- 4-0 Over 2 Supports R= 1209 U=595 W=4' R= 1227 U=605 W=4" PLT TYP. Wave TPI Design Crit: TPI-1995 19,639 OTY:1 HI 1 E - Scale =.375" Ft. WARNING;' TRUSSES REQUIRE "TREK CARE 1 FABRICATION. HANDLING. SNIPPING, INSTALLING AMC BRACING. TC L L 40.0 P S F R E F R 0 8 1 8 1 2 5 9 RffERTOSCSI103fBUTLDINGCOMPONENTSAFETYINFORMATION,, PUBLISHED BY TPI (TRUSS PLAIE INSIIT0E. 583 D' ONOF.10 OR.. SUITE Z00. MADISON, WI 637191 AND MICA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN. MAOISON. MI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IMOICAIEO. T C D L. 1 0.0 P S F DATE O 1 / 0 4 / 00 TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLNAVEAPROPERLYATTACHEDRIGID CEILING. BC OL 5.0 PSF DRW McusaoaT 04084A;Y7 IMPORTANT- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CDNTRACTOR. ALPINE CNGINEERED---'----'- -- ALPINE PROD SSC10CONFORMANTCE WITH TPIRESPONSIBLE 08FABRICATING. HANDLING. SHIPPING. INSTALLING~ EF BRACINGUREOFOFBILQ THE TRUSSES, BC L L 0. 0 P S F H C- E N G JE C/ W P F OESIGNCONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONA1. DESIGN SPEC. BY AFLPAI AND IPI. ALPINE CONNECTOR PLATES AMC MADE OF ZO/18/16GA (M.M/S/N) ASTM A653 GRADE 40/60 (W. N/H,S) GALV STfEI:. AGPLY P E TOT L D. 5 5. 0 P S F S E O N- 21338 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS I60A 1. weerin Zp. Products, Inc. ORAMINGANY I ,INOICAIfS ECTI, ACCEPATESTANCE OFOPROFESSIONALSHALLEM4INEERIMGOf PER ERFSPONSlBILITYX AT OF OOSOLELY3fOR THE TG05}"[DnFDMtIT D U R. F A C. 1.25FROM G S B 1950MBTky Dn9e DESIGN SHOWN. INf SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE No. 22839 Hnees CRy, FL 33944 BUILDING DESIGNER PER ANSI/TPI I SEC. Z, - -- -- SPACING SEE ABOVE JREF- 1SBH081_Z11 FL Canficimm d' AmhormMon N 567 3L.5`l -- /3L.59-N40 / 1/J-1tS ( ) - FLT4 ) THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x6 SP #2 N :W2 2x4 SP #3: SPECIAL LOADS LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=I.00) TC From 100 PLF at 0.00 to 100 PLF at 4.46 BC From 10 PLF at 0.00 to 10 PLF at 4.46 BC 444 LB Conc. Load at 1.54 BC 387 LB Conc. Load at 3.17 1 Truss must be installed as shown with top chord up. 3X4= 2X4 M T 2X418 3X4= T 1 4 0 9-4-0 1 2 COMPLETE TRUSSES REQUIRED Iz NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 9" o.c. WEBS : I ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. L : ' Deflection`meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24' OC in lieu of structural sheathing. T 1-4-0 4-5-9 Over 2 Supports R=648 R=673 W=5.657" PLT TYP. Wave TPI Design Crit: TPI-1995 19,639 QTY:1 HI 1 E - Scale WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRAC.NG. T C L L 40 .0 P S F R E F R 08 1-- 81260REFINTOGIST1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, $83 D'ONOf'RE0 DR .. " "' 200, MADISON. NI S3719) ASO SECA (WOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE IN, -' ISO.. WI 531191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INC,TCATEO' T C DL 1 0 . Q P S F DATE 0 1 / 0 4 / D 0TOPCHORDSNAILHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSMALLHAVEAPROPERLYATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR081 04084AY8 IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ALPINE — RUSSS`IN CONFORMANCE WITH TPIBEQESPONS19LEFOR ANY 09FABRICATING. HANDLING. SHIPPING. INSTALLINGN FROMTHISDESIGN; Y9 9RALENGRE 1OfBUILD TR655FSfBC L L 0.0 P S F H C E N G J E C/ W P F DESIGN CONFORM$ WITH APPLICABLE PROVISIONS OF NOS (NAi(ONAt. DESIGN SPEC, BY AfLPA) ARD TPI- ALPINE jjj aaa TOT L D . 5 5.0 P S F S EON 9229 CONNECTORPLATESAREMADEOF201181166A (W.H/S/K) hSTM A653 GRADE 40/60 (W. K/H,S) GALP SIEEt. APPLY (N. . PLATES TO EACH FACE OF TRUSS ASO. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER ON:NINGS 1604 2. Ar/ yaua P.E.7pineEOeeredProdllClS,Ine. ANTINSPfGi(OMDfPLATESfOtIONEO8Y(1) SHALL BE PER ANNEX A3 Of TPII 2002 SEC.3. A SEAL ON THI$DUR . FAC . 1.00 F ROM GSB 195( YM,rlep Drive DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT No. 22839 _ DESIGNSHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING is THE RESPONSIBILITY OF THE / / HRNNeNCaY, FL 339" BUILDING DESIGNER PER ANSIITPI i SEC. 2. ---- SPACING S E E ABOVE J R E F- 1 S B H0 8 1 _Z 1 1 FLCatfiCa1BOfA1BhamtmA567 73239 - 73239-N48 / 1733E 1 1 - FT6 1 IMIS UNU rKCrAKCU TKVM L.UMr UILM 111- tLVAUJ 6 UOMLIICU Of InuJ YYTn. Top chord 4x2 SP #1 Dense :172 4x2 SP #2 N: Bot chord 4x2 SP #1 Dense :81 4x2 SP #2 N: Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. j— 8 1 8 —iZ8.75"3} 9 3 0 1 gyp' 4X4= iX4 ( R) = 3X6= 1 . 5X4 IN 4X$= 0- 77-03X6= T — 1X4( R) 2X4111 1 X 4 MI 4X4= 2x6 # 3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 23. 75' 8 1-8 —i W= 2.5X4 = 1X4(R) 3X4= 3X6= 3X6= 1X4Bi 3X4= 3X4= 4X4= 3X4= 2X41tl W=2.5X4= 1X401 1X4III 1 X 4 111 Z 4X4= 0- 7-0 1- 4-0 T— L *9-4-0 1X4 ( R) _ 14- 6-4 _I 29- 10-8 Over 3 Supports R= 602 W=7.25" R=1664 14=4' R=822 W=7.25' Note: All Plates Are W2.5X4 Except As Shown. ( e PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:3 HI I E - Scale =.25" Ft. WARNING*' 1RUSSES REQUIRE 191111 E CARE EN 1ABRICAT ION, HANDLING. SHIPPING. INSTALLING ANO TC LL 40.0 PSF REF R081 8_1261 NETERTO8CS. 1-03 (BUILDING COMPONENT SAFETY INFORMATIOII), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S83 0 ` ONOFRIO OR.. SUITE. 200. MADISON, NI S3319) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENIERPRISf IN. MAOISON. WI 53219) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 10 .0 P S F DATE 0 1 / 0 4 / 0 0 TOP CHORD SMALL HAYS PROPERLY ATTACHED STRUCTURAL PANELS AND BOT iOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW Hcusaoel 04084AY8 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERfO ALPINE PINEPNOOUCIS. INC. SHALL NOT of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO BUILD THE BC L L 0.0 P S F H C- E N G J E C/ W PF Zpime TRUSS 1N CONFORMANCE WITH TPI; 08 FABRICATING. HANDLING. SHIPPING. INSTALLING 6 69ACIAG Of TRUSSESDESIGN CONFORMSWITHAPPLICABLEPROVISIONSOfNOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE j TOT . LD 55.O PSF SEON- 42617 CONNECTORPLATESAREMADEOf20/18)16GA (W,H/S/N) ASTM A6S3 GRADE 40/60 (W. N/H,S) GALY >TEEL. APPLY L...PLACES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DNAWINCS I60A 2. EI I C6 um,ANY INSPECTION Of PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 Of TP11 2002 SEC.3. A :EAL ON THISYY 4a+Angineered Products, Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NESPONSIBIL.11 SOLELY FOR THE TRUSS fOMPONfNi D U R . F A C . 1.00 FROM G S B 19W MarleyDrive OE SI GNOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE No. 22839 SPACING FlameNC4, FL 33U4 BUILDING DESIGNER PER ANSI/TPT I SEC. 2- •. ..-..- - S PACING 2 4 . 0 " J RE F - 1 S B H 08 1 _Z 1 1 FL Calfim of Aw6azzotiw 1567 73239 73239 N48 / 1733B ( ) - FT4 ) HIS DWG PRLPARED FROM COMPUFER INPOI (LOADS & UIMLNSIUNS) SUMMED BY TRUSS MFR. Top chord 4x2 SP #2 N Sot chord 4x2 SP #2 N :82 4x2 SP #1 Dense: Webs 4x2 SP #3 Truss must be installed as shown with top chord up. 15' Typ. 1X4 (R) 0 7-0 3 X 6 8-1-8 3X6= See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. - Deflection meets L/360 live and L/240 total load. 27.75" L 6 10-8 W=2.5X4 3X8= 1X4111 3X8= 14.9151 3-0-0 3X6= 1X4 (R) = 4X4= 2X4W 1X4111 2X411 4X4= T T 1-4-0 1-4-0 9-4-10 I 14-6-12 _ 21-6-11 Over 3 Supports J R=806 W=7.25" R=1172 W=3" R=387 Note: All Plates Are W2.5X4 Except As Shown. 3 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI - 1 E - Scale=.3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BP:ACING. T C L L 40 .0 P S F R E F R 0 8 1-- 81262REFERTU6CSI103 (BUILDING COMPONENT SAFETY INFORMATIONI. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S63 O'ONOf RIO OR., SUITE 200. MAOISON, WI 53219) AND WtCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE Lk. --'"--" MADISO N, NI S3219) F0A SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OrmtRNtSE INDICA EO. T C D L 10 .0 P S F DATE 0 1 / 0 4 / 0 0 TOP CH090 SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R IS10 CEILING. BC DL 5.0 PSF DRW McusRoBt oaosanrc IMPORTANT" TURN ISN A COPY OF THIS DESIGN 10 f„E INSTALLATION CONTRACTOR. ALPINE ENGINEENEO t (` PRODUCTS. INC. SMALL Nor eE RESPONSIBLE. FOR ANY DEVIATION FROM THIS DESIGN; ANY FA N.UREIO BUILD THE B C ILL 0.0 P S F H C - E N G J E C / W PF ALPINETRUSSINCONFORMANCEWITHTPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING s BRACING OF TRUSSES 7' tEug'n—W DESIGN CONFORMS WITH APPLICABLE PROYESIONS OF NOS (NATIONAL. DESIGN SPEC. BY AfaPA1 AND fOl ALPLYE04 TOTLD. 55.0 PSF SEQN- 42600 CONNECTORPLATESAREMADEOf2NDIB/INLE S OTHERWI ASTM ATED ONA THAO/60 (N. N/H,S) GALN STEEL. APPLY Imn, Cr__PLATESi0EACHFACEOfIRU55AND. UNtE55 OTNfaWtSE LOCATED ON THIS OfSIGN, POSITION PER DRAWEtlGS IGOA1. w tltTtX t ON THIS LProducts,d- tu" ORAWINGPfN01CATE5PLATESACCEPTANCE OfOPROFESSIONAL SMALLENG INEERINGERE5POx5lBIt11r005oLEtr3F0a TMtrxusSAcaLPOxENr D U R F A C 1 00 FROM G S B I Y Dave DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILOLNG 15 THE RESPONSIBILITY OF THE NO. 22$39 _ Hammes city, PI. 339" BUILDING DESIGNER PER ANSI,TPI I SEE. 2. -- SPACING 2 4. 0" J R E F- 1 S B H 0 8 1_ Z 1 1 FEc EcaofA #567 73239 -- 73239-N48 / 1733B ( ) - FT1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N Bat chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 8-1-8 15' Typ. 1X4 (R} = 3X6= 4X6= --- 0-7 0 2.5X4= 2.5X4= 27.5' 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1 8 1X4 (R) 2.5X4= 2.5X4= 3X6= 4X6= M 4X6= 1X41N 3X4= 2.5X4= 1X401 IX4111 2.5X4= 1 X 4 (R) 2X4 Ill 18-6-8 Over 2 Supports R=1007 W=7.25" PLT TYP. Wave TPI Design Crit: TPI-1995 _ 19.639 T- MARNING* TRUSSES REQUIRE EXTREME CARE IN FABR (CATION, MANGLING. SHIPPING. INSTAL L(NG AND BNACENG. REFER TO SCSI 1.03 (BUILDING COMPONENT SAFEIt INf ORMATIONI. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'OROf R10 OR.. SUIT( 200. MAOISON, MI 53219) AND MICA (WOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE E11. MAO(SON. WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NOIGAfEO. TOP CNOAO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS APO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FUAN(Sx A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO PRODUCTS' 111, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TM# ALPINE — TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. NANOEING, SHIPPING. INSTALLING A SPACING OF TRUSSES. DESIGN CONFORMS WITH APPI.ICASLE PROVISIONS Of ROS (NATIONAL DESIGN SPEC, BY AFIPAI AND TPI.:' ALPINE CONNECTOR PLATES ARE MADE Of 20116/16GA (W,H/S/K{ ASTM A653 GRADE 40/60 (W. K/H,S) "I.V STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERNI SE LOCATED ON THIS DESIGN, POSITION PER DRAY?NGS 160A 1, 1AM ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI I.20O2 SEC.3. A SEAL ON THISb""N"E'*1.^,',PdWSUP AWIRG INDICATES AtCEPTA RfE Of PROFESSIONAL kNGI NEERi NG RESPONSIBLL 1:TYSOLELY FOR THE TRUSS COMPONENT 950 "^2 DTTVY OE SIGNSHOMN. THE SUITABILITY AND USE OF 11415 COMPONENT FOR ANT BUILDING IS THE NESPON5181L11T OF THE Hama City, FL 338" BUILOING DESIGNER PLR ANS(/TPI I SEC. 2. EL Catdink of Audanzatm 9 567 1— - 1- 0- 7-0 1-4-0 T_ * 9-4 -0 3X4= 1X41N 4X6= 1 1 2X4 M 1X4 ( R) R= 1007 W=7.25' QTY: 4 HI 1 E -/- Scale W t''r P. E. No. 22839 TC LL TC OL BC DL BC LL TOT_ LD. 40. 0 10. 0 5. 0 0. 0 55. 0 PSF PSF PSF PSF PSF REF R081-- 81263 DATE 01/04/00 DRW HCUSR081 04084AYD HC- ENG JEC/WPF SEON- 42594 OUR . FAC. 1.00 FROM GSB SPACING 24,0" JREF- 1SBH081._Z11 73239 -- 73239 N48 / 1733B ( ) - FT2 ) IH1S UWG YRLYARLO INOM COMPUILN INMUI (LUAUS B UIMLNSIUNS) SUBMIIItU tlY INUSS MIN. Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by " erection contractor. Truss must be installed as shown with top chord up. ' I I 23 5' _I818 B-1-8 15" Typ. 1X4 (R) 1X4 (R} = 3X6= 2.5X4= 2.5X4= 2.5X4= 2.5X4= 3X6= 4X6= JX6= - --- - - T 0-7-0 0-7-0 1-4-0 1 0 9 4-0 4 X 6 =_ 1X4M 3X4= 2.5X4= 1X401 1X4111 2.5X4= 3X4= 1X410 4X6= 1X4 (R) = 2X4 AI 2X4111 1X4 (R) 18-2-8 Over 2 Supports R=995 W=7.25' R=983 W=3.25" PLT TYP. Wave TPI Design Crit: TPI-1995 _ 19.639 OTY:3 HI 1/ E - Scale =.375" Ft. WARNING" TRUSSES REOUTRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING APO BRACING, T C L L 40.0 P S F R E F R 0 8 1 81264REFERTO8CS11.03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSFIUFE, S83 719) RP91SE I". MAOISON 10NIR$3719)So TFOR SAFETY PRACTICE S31.10RAND WTCA1OPERFORMING THESE FUNCTIONSODTRUSSCOUNCIL ` AUNLLESS OTHERWISE INDICATED. T C D L 10.0 P S F DATE O 1/ 04/ 00TOPCHORDMAILNAYSPROPENLYATTACHED1TRUCI...1 PANELS ANTI BOTTOM CHORD SNAIL HAYS k PROPERLY AiTPLHEU BIG.O CE I" G. BC DL 5.0 PSF DRW Mcusaoal 04084AYE IMPORTANT" FURNISH A COPY OF THIS DESIGN TO IHE. INSTALLATION CONT.ACIO.. ALPINE ENGFNEERED ALPINE PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO BUILO THE BC L L 0.0 P S F H C- E N G J E C/ WP F 70- TRUSSIN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING R BR CING OF TRUSSDESIGN CONFORMS HIT. APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFLP" A.' TPI AtP1NETOT . LD. 55.0 PSF SEQN 42596 CONNECTORPLATESAREMADEOF2O118/16GA (N.H/S/K) ASTH A663 GRADE 40/6O IN. K/H.S) GALV. SEEEt. APPLY iP.PLATES TOEACH FACE OF 'Poll AND. UNLESS OTHER.ESE LOCATED ON THIS DESIGN, POSITION PER ORAMINGa 16OA-!. Y r P.E. OF A of THIS MPOduMORANINGPIYOl ...,ON PACCCefAN<1 OFDPROFESSIONALIENGINEERING RESPONSIBILITYOOSOLELY3FOR THE TRUSSACOMPOPENI IE" o,;K No.22839 DOR.FAC. 1_00 FROM GSB DESIGN SNOYN. THE SUITAB III TT AND USE OF THIS COMPONENT FOR ANY BUILOING IS SHE RESPONSIBILifY OF THE H- City, FL 33844 BUILDI.G DESIGNER PER ANSI/tPI I SEC. 2. '---- - SPACING 2 4. 0" J R E F- 1 S B H 0 81 _Z 1 1 FLCanficatofAtBhoruaboR9 _%7 73739 -- 73739-N48 / 1733R ( ) - FT3 1 I MIS UN6 YKtYAKtU YKUM L,UMYUItK /NYUI (LUAUS IS US MtM IVM-) ZUUMIIItU If INU.N3 Mt K. Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. I` B-1-8 15' Typ. I 1X4(R)= 3X6 jX6= 0-7-0 1X4(R)= 2 X4 III 20.25" 1 X 4 Ill 1 X 4 Ill 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by - erection contractor. Truss must be installed as shown with top chord up. 8-1-8 3X6= 4X8= Lz 3X4= 1 X 4 NI 4X6= 1 4-0-4 0 9-4-0 1 1 17-11-4 Over 2 Supports J R=981 W=7.2'5' R=980 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:2 HI 1 E - Scale =.375" Ft. WAR NING'A TRUSSES REOU(RE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING, T C L L 40 .0 P SF R E F R 0 8 1-- 81265REFERTO6C51103 (BBILOING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INStITUTE.. 503 D'ONOFRIO W. SUITE 200. MADISON, WI 53719) AND NTCA (WOOD TRUSS COUNCIL Of AMERICA. 6300 E.RTEPP11i5f LA. ((`` --- MAOISON, 11 111111 F00. SAFETY PRACTICES PRIOR TO PERF... ING IHESE fUN[TIOM1. UN4F55 OTHERWISE IN0ICATCO. T C DL 10 . 0 P S F DATE O 1 / 04 / 00 TOP CNORO SMAI I. HAVE PROPENLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, BC DL 5.0 PSF ORW McusRosl oaoeaavF IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /` ALPINE PROOUCT5. INC SHAH. MOT BE RESPONSIBLE FOR ANY OEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD WE B C L L 0.0 P S F H C E N G J E C/ W'P Fi0.US$ IN CONFORMANCE WIN TPI: OR FABRICATING, HANOLIIIG, SHIPPING. INSTALLING 6 RRACI NG OF TRUSSES. DESIGN CONFORMS WIT" APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFSPA) ANO 1PI. ALPINE } 1 TOT . L D 55. 0 P S F S E QN 42598CONNECTORPLATESAREMADEOf20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 IN, K/H,S) GALY SIILL. APPT 1 PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PEN DRAWIAGS 160A Write, P - ,7pi.neEngineered Products, INC. ANY INSPECTION Of PLATES FOLIOYED BY (1) SHALL BE PER ANNEY A3 Of TPII-2002 SEC.]. A SEAR Op THIS ( y D U R . F A C . 1.00 FROM G S B Ig51)AtQley DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ERGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEAX 1r0 G283() OESIGN SHOWN, THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUIt DING I5 THE RESPONSIBILIT OF THE l E Hale City, FL 33944 BUILDING DESIGNER PEA AN51/III I SEC. 2. - SPACING 24.0" JREF- 156H081_Z11. FL CertAicaot of Aedlory tm # 567 -._. THIS ONG PREPARED FROM COMPUTER INPUT (I.OADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I IJLJJ - I J 4 XJ-Ill 40 / 1/JJt3 ( ) FI`J Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) TC From 210 PLF at 0,00 to 210 PLF at 14.94 BC From 84 PLF at 0.00 to 84 PLF at 15.06 REFER TO DRAWING 657,275 OR 657,275D OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM .CHORD FOR 150 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORO.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1N DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. 1X4(R)= 1 X 4 (R) = 2X4 HI 22X4 11 Him 0-7-0 0-7-0 1-4-0 9-4 0 1X4 (R) = 2X41II 2X41II 1X4 (R) 15-2-4 Over Continuous Support —I R=291 PLF W=15-2-4 Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI 1 E - Scale =.375" Ft. WARNING** TRUSSES REQUIRE ESTREHL CARE IN FABRICATION. RANGE LNG. SNIPPING. INSTALLING AND BRACING, T C L L 40.0 PSF R E F R 0 8 1-- 81266RkFERTOBCSt103 (BUILDING COMPDNENT SAFETY INFORMATIORI. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR.. SUIff 200. MADISON. WE $3719) AND WTCA (WOOD TRUSS COUNCIL. GF AMfRICA, 6300 ENTERPRISE IN, MADISON. WI S3119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. T C D L 10.0 P S F DATE 0 1 / 04 / O 0TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CEILING. BC OL 5.0 PSF DRW HCUSR081 04084AYM IMPORTANT'' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUALPINETRUSSI CONFGRMANCEL WITH BP.IRE5PON ORE FOR ANY DEVIATIONFABRICATING, HANDLING,M THIS DESIGN; SHIPPING. INSTALLING Yal BRACTNGTOFBUILDTaUSSESE BC L L 0.0 P SF H C- E N G J E C/ W P F DESIGN CONFORM5 WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN SPEC. BY AFLPA) AND TPI' ALPINE TOTAD. D5 50 P S F S E 0 N42635 CONNECTORPLAifSAREMADEOF20/IB/16GA (W.H/S/I() ASTM A653 GRADE 40/60 IN. N/H.$) GALV. STEEL. APPLY "}+ PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PE. DRAWINGS 160A-E. % J, j'iSP.E. Zinc- c_ Pr'InC. ANY INSPECTION OL PLATES FOIIDYEO tlY (1) SHALL BE PER ANREY A7 Oi TPIY-2002 SEC.]. A SEAL ON THIS DUR F AC 100 FR0M GSB F® o MarkyoriYe DRAuiNG 1N0ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO:iPONFNT ltlp. 22839 DESIGNSHOWN. THE SUITABILITY AND USE OF TNI5 COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haim$ Ciq. FL 33W BU11.01 RGDESIGNER PER ANSI/TPI I$EC. Z. SPACING SEE ABOVE JREF- 1SBH081_Z11 FLCatfrAeofAmIcirmuO0567 HIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMtNSIONS) SUBMIIIEU BY TRUSS MFR. SC.SLJ - /JZJ'J-N4tf / !./ssu ( 1 - t I lu 1 Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 1T I 4-7-8 15' Typ. i 29.256' 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1-8 1X4 (R) 3X8= 3X8= 2X4OI 2.5X4= 2.5X4= 3X6= 3X6= 2.5 PE IIWEAN 2X4 AI 1X4(R)= 15-2-4 Over 2 Supports R=828 R=841 W=7.25' T 0.7-0 1 4 0 T_ 9 4.0 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:5 HI 1 E - Scale =.375" Ft. NARKING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. "AWOL ING. SHIPPING. INSTALLING AI) BRACING. T C L L 40.0 P SF RE F R 0 8 1 81267ACTERTOSCSI103 (BUILD I MG CO"PON(NT SAFETY INFORMATTO"). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S83 G.ONOf AID OR.. SUITE 2Do. HAD"ON, NI 53719) ANO YTCA IW000 I'RU55 COUNCIL Of AMEkiCA. 6360 ENTERPRI:S£ LN. MADiSOY, WI S3Z19) FOR SAFELY PRACTICES PRIOR TO PERFORMING THESE FUNCTION$. UNLESS OTHERWISE INOTCATEO. TC D L 10.0 P S F DATE 0 1 / 04 / 0 0 TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM. CMOAO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF ORW Mcusaoat aaoaaarM IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPH -- CIN CONFORMANCESHALLWIIH 111; PONSORLfABRICAIM. HAN0I1NG. SHIPPINGESINSIALLIMGANY I ...11.GT01BTRVSS(•sF THBC LL 0.0 P S F H C- E KG J E C/ W PF ALPINE TRUSS DESIGNCONF0RM5WIT" APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY Af SPA) AMD TP(. ALPINI CONNECTOR PLATE AN MAD£ Of 20/I8/16GA (W,N/5/N) ASTM A6S3 GRADE 40/60 IN, N/H,SI GA:tV. STEEL. APPLYw er ',.P P.E. —TOT . L D 55.0 P S F S E0 N 42641 J .a.' PLATES TO EACH FACE Of TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER 0-AWINGS 160A Z. .4E 1T4`'_ %pincn .W PEOdctS, I.. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL OM THISDUR . FAC. 1.00 FR0M GSB Marley ORAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COPPO"EMI No, 22839 DESIGN SHOWN. THESUITABILITYANDUSEOFTHISCOMPONENTFORANYBUILDfOGISTHERESPONSIWILII( Of IP-f -- HATres City, FL339MBUILDINGDESIGNERPERANSI/TPI I SEC. 2. FL Celt&=TTfAmharuzbw # % 7 SPACING 24.0 " J R E F1SBH081—Zll THIS DWG PREPARED FROM. COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. SL39 - /3LSY-N46 / I/SSb ( ) - FIS ) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. J 27.75' J 4-3-0 J 15' Typ. 3X6= 1X4(R} 1X4 (R) = 3X6= 2.5X4= 2. 5X4= 1X4111 3X4= 3X6= 0-7 0 0-7-0 1-4-0 9-4-0 I I 4X4= 1X4111 2.5X4= 1 X4 91 3X4= 1X4 (R) 2.5X4= 2X4111 fE 14-8-4 Over 2 Supports R=602 W=7.25' 3X4= 2X4IN 1X4 (R) R=788 W=3' PLT TYP. Wave TPI Design Crit: TPI-1995 _ 19.639 QTY:1 HI 1 E - Scale =.375' Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDEING, SNIPPING. INSTALLING AND BAACING. T C L L 40 . O P S F R E F R O 8 1 81268REFEATOBCSII-03 (BUILDING COMPONENT SAFETY INPORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE- Sep O.OROFRIO OR.. SUITE 200, HADISOM, WI S1719) AND WICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPR.ESE IN. HADISON, WI S37191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1"0IC.ATED. T C D L 10 . 0 P S F DATE 0 1/ 04/ 00TOPCH" SHALL HAVE PROPERLY ATTACHED STRUCTURAL. PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR081 04084AYO IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO - --- ALPINE I USSCIN COOFORHANCELWITH TPIQNTBEESPOM508FABRICATING. HANDLING. SNIPPING. INSTALLINGY£fBRACIBLEFORANYDEVIATIONFARIN[$ DESIGN; CIINGTOf TRLISfSC ( BC L L 0.0 PSF H C- E N G J E C/ W PF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPAI AND TPI ALPINE TOT . L D . 5 5.0 P S F S E 0N 9216 CONNECTORPLATESAAEMADEOF20/18/16GA (W,H/S/NI AST. A653 GR AGE40/60 (W. R/H.S) GALi. SIEEL. APPLY (. n.L+. y( DppJpJlFi PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHEAWISE LOCATED ON THIS DESIGN, POSITION PEA DRAWINGS 16OA Z. RJ j' '3 C G 7.pineE° N(, Ly{, Daw DRAWING INDICATES A V INSPECTION Of PLATES ACCEPIANCEOfOPROFfSSIONALSMALL FNGIMEERINGANNEX0.IS1ONSIBII.. SOLELY3I.. THETAUSSSEAL c.0.1.f {r E D U R. F A C. 1.00 FROM G S B I '••"7 Of SIGNSHOWtl. THE SUITABI(I TV ANO USE OF THIS COMPONENT FOR AMY BUILDING IS THE RESPONSIBILITY OF THE - O HiNLs City, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. z. -- SPACING 2 4. Q" J R E F- 1 56 H Q 8 1 _Z 1 1 FL C xTiEcaRe OfAL1dIDEmUmB %7 73239 -- 73239 N48 / 1733B ( ) - FT7 ) IHLS ONG FREPARLU kNOM CUMFUILK INFUI (LUAUS 6 UIMLNSIONS) S.U01110 BY IRUSS MFR. Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 6-1 8 15" Typ. 3X6= 1 X4 (R) = 3X6= 2. SX4= 2. SX4= 0-9-0 4X4= 1X4111 2.5X4= 1X4111 1X4 (R) 2. 5X4= 2 X 4 III 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 24.75' 4-3-0 1X4III 3X4= 3X8= 3X4= 3X4= 2.5X4= T T 1-4-0-4-0 9 4-0.1 I I< 14-5-4 Over 2 Supports —1 R=788 W=7.25" R-787 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:5 HI 1 E - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 4 00 P S F R E F R 0 8 1 81269REFERIOICSI103IBUILOLNGCOMPONENTSAFETYINFORMATIONI. PUBLISHED BY IPI (RUSS PLATE INSIIIUIE. 6R3 ONOFRIO OR.. SUI Tf I00. MwDISOM. NI 53719) AND WTCA. (W000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. MADISON. Wl 53714) LOR SAfEtY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C DL 1 0.0 P S F DATE 0 1 / 04 / 00TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CEILING. BC DL 5.0 PSF DRW McusRoal oaoaaava IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE fNGENEEACO Vp*C ALPINE TRU55CINCONFORMANCESHA9' WITH BPIRESPONSIORBLE FOR ANY DEVIATIONFABRICATING, HANDLING. SHIPPING. INSTALLINGTHISDESIGN; TIfAILURE BRACINGTOBUILD BeTRUSSESBC LL 0.0 PSF HC ENG JEC/WPF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AfIPA) AND TPI ALPINECONNECTOR PLATESAREMADEOfIO/18/16GA (W.H/S/KI ASIR A6S3 GRADE 40/60 (W, K/H.SI GALY. SILEL. APPLY ePETOT.LD. 55.0 PSF SE0N 42625 I PLATES TO EACN FACE OF T0.US5 AND. UNLESS ORER WI SE LOCHYEO ON THIS DESIG.POSITIONPEORANINGS160A-L. S]f g' Li]IIANY X .3 Of TPII SEC I" IS M. "' ` PEodws,1Wc. DRAWINGPINDICATES PLATES ACCEPTANCEFOLLOWED ROFESSIONALSMALL ENGINEERINGERESPONSIBILITY00SOLELY3FORTHE TRUSSA'OMPONEAi D U R . F A C . 1 . 00 FROMG S B I(I YICy I)fiLT DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF RE No. 22839 MNma City, PI. 33844 BUIIOING DESIGNER PER ANSI/TPI I SEC.:. - SPACING 24.ON JREF- 1SBHO81_Zll FL Catdi= Df Au&muum k567 73739 -- 73239 N48 / 17338 ( ) - FT8 1 IH1S UN(i PRtVARLO IROM LUMPUItR INVUI (LUAUS d VIMENZ.IUN,) SUDMIIICU DI MUZ, MIT. Top chord 4x2 SP #2 N But chord 4x2 SP #2 N Webs 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 284 PLF at 0.00 to 284 PLF at 14.19 BC From 10 PLF at 0.00 to 10 PLF at 14.31 REFER TO DRAWING 657,275 OR 657,2755 OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM 'CHORD FOR 150 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO I' DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. 1X4 (R) rX4IN 0-7-0 1X4 (R) 2X4III Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. N Y A 1X4(R) 2X4M 1999 0-7.0 1 4-0 EEFJ T L9 4 - 0 2 X 4 III 1X4(R) 14-5-4 Over Continuous Support _I R=289 PLF W=14-5-4 Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 19.62.9 QTY:1 HI 1 E - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EYTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. — T C L L 40 . 0 P S F R E F R 0 8 1-- 81270AEFfATOSCSI103 (BUILDING COMPONENT WEFT INFORHATION). PUBLISHED BY 1P1 (TRUSS PLATE 1NST{YU iE. 583 /` 0 G.OFRIO ORME ., SUITE200. MADISON, WI $3719) AND WTCA (WOOD TRUSS COUNCIL Of ARICA, 5300 ENTERPR.{S PkIE LN. T C D L 10 0 P S F DATE0 1 J 0 4/ 00 HADI'D"- NI 111191 FOR SAFETY PRACTICES OP TO PERFORMING IHE SE FUNCTIONS. UNLE 55 OTHERWISE INDICATED. i0P CHORD SNAIL WAIT PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPf RAY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR081 04084AY5 IMPORTANT" TURNISH A COPY OF 1N15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL MDT BE RESPONSIBLE FOR ANY DEVIATION FROM (HIS DESIGN; ANY FAILURE TO BUILD: THE BC L L 0.0 P S F H C- E N G J E C/ W P F ALPINE TRUSS INCOWFORHANCEWITHTPI; 04 FABRICATING. HANDLING. SHIPPING. INSTALLING B BRACING Of TRUSSES. Df N. CONFORMS WITH HAVE PROVISIONS S OF NOS (NATIONAL DESIGN SPEC. BY AFB P11 AND TPI ALPINE A AEI, TOT . L D . 55.0 P S F S E 0 N 42632 CONNECTORPLATES WAREITHMADEOF 2O/IB/VISA (W,H/S/N) (NATIONAL ONAL DESIG AD/EC fW, Y/H.S) GALY SIFtL. APPLY . ,• PLATES i0 EACH TACf Oi TRUSS AND. UNLESS OTNERWISF LOCATED OM IRIS OE SIGN. POSITION PERDkAWiNGS 1I0A2. 1A Irill P.E. ANY INSPECTION OF PLATES FOLLOWED NY (i) SHAH. BE PER AN A] OF TPII-2D02 SEC.]. A SEAL ON THIS Na 22839 _ e EngineYEe.r.eL d PEoducrs,lnc. OKAYING INDICATES .CC,PiANCE OF PROFESSIONAL ENGINEERING RE5PONSIBILITY 50lELY FOk THE TRUSS CONPO%EMT O U R . F A C . 1.00 FROM G S B 1"0 MuLy e DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE HaoeN City. FL 339" BUILDING QESiGNfR PER ANSI/TPI I SEC. 2. - SPACING SEE ABOVE JREF - 1SBH081_Zll FL Gatdcue Ef Avfiwr>Wwf567 73239 -- 73239 N48 / 1733B ( ) - FT11 ) I M I J URU YNtYANtU ENUM I,UMYUItN INYUI (LUAUS 6 U1 Mt" IONb) JUbM11ItU bT IKWZ MEN. Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 15" Typ. 1X4 (R) 2. 5X4= 2.5X4= 2X4 W 3X4= Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 2.V4 TT 0--7--0 1-4-0-4-0 F — 9-4-() 2.5X4= 3X6= 2.5X4= 2X4 M 1X4(R)= 2X4W iNE 8-3-15 Over 2 Supports R=472 W=3" R=444 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 19.639 WARNINGS" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING ASO BRACING REFER TO SCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'0110E'RIO ON.. SIT III IOO. MAQISOM. WI S37191 AND MICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN.. MADISON, M1 537L9) FOR SAFETY PRACTICES PR IDR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY AiT AC HED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY. ATTACHED RIGID Cfil[RG. IMPORTANT" FURNISH A COPY Of THIS OESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PROALPINEIUSSCES.IN CONFORMANCEHALLWIITH TOTPIpESPONSLEFORANYFABRICATING. HANDLIING. FROMHIPPING, INSTALLINGTHISDESIGN, Y6FBRACINGTOFD0110 THE TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL. DESIGN SPEC, BY AFSPA, ASO TPI, ALPINE CONNECTOR PLATES ARE MADE OF 20116116GA (W.H/S/NI AS. A653 GRADE AO/60 (N. N/H,51 .ALY SfEXT... APPLY J PLATES TO EACH FACE Of ISUSS AND. UNLESS 0THE R. SELOCATED ON TH 15 OE SIGN- POSITI OD PER DRANINGS 160A'2. ZFI1gUlGCfCQ PCOdLLCI5, 111C. ANY INSPECT to* OF PLAITS FOLLOWED RY (tl SNAIL Bf PER AN NfX Al OF TII1-2062 SEC. 3. A SEAL ON THIS GRAYING INDICATES AC CEPIANCf OFPROFESSIONAL ENGINEERING RE5P6NSlBit{TY SOLELY FOR THE TRU35COMPONENT DESIGN SHOWN. iH[ 5UITABtLITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE IiNiBC6 CHI', ( Z )3N64 BUILDING DESIGNER PER ANSI/TPI i SF C. 2. FL Cerahu a of Aedwarmitm # 5670TY:1 stlirm, P. E. No. 22839 HI/-/l/-/ E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24. 0" Scale=.375"/ Ft. REF RO81-- 81271 DATE w 01/ 04/ 00 DR W HCUSR081 04084AWJ HC-ENG JEC/WPF SEON- 9209 FROM GSB JREF- 1SBH081_ Zll