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160 Magnolia Park Trl 03-1549 SFRPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr 4102 Orlando, FL 32822 (407)857-9101 PHONE NUMBER CBC 055300 IN PROPERTY OWNER o_ .-z, In9)1183 PHONE NUMBER ELECTRICAL CONTRACTOR lit MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISIONC1 PERMIT # C�__ 1 �� DATE " PERMIT DESCRIPTION<.` PERMIT VALUATION t (;'`S2�, SQUARE FOOTAGE �v CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 160 MAGNOLIA PARK TRL for which permit 03-00001549 has heretofore been issued on 4 15/03 has been completed according to plans and specifications filed in the office of the Building Official prior o the issuance of said building permit, to wit as complies with all the building, plumbing, electri 1, zoningand subdivision regulations ordinances of the City of Sanf rd and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled JQ,Z7!_- Inspected ZONING: Inspected UTILITIES: Water Lines In r Z7 u Meter Set Reclaimed Water ENGINEERING: Drainage j ,2.1 3 Maintenance Bond PUBLIC WORKS: Street Name Signs Z3 '. Storm Sewer Street Work DESCRIPTION Sewer f Lines In pi Sewer Tap � 11 WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE Street Paved Street Lights Driveway FEES PAID DATE AMOUNT 5/16/03 6/04/03 4/15/03 6/30/03 5/13/03 4/15/03 4/15/03 4/15/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION f This is to certify that the building located at 160 MAGNOLIA PARK TRL for which permit 03-00001549 has heretofore been issued on 4/15/03 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 complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 4/15/03 279.61 4/15/03 91.93 4/15/03 15.30 4/15/03 847.00 4/15/03 15.30 4/15/03 1384.00 4/15/03 650.00 4/15/03 1700.00 m krto OV919R BUILDING O FICIAL VIPATE FEDERAL EMERGENCY MANAGEMENT AGENCY Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 160 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 8, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( ##° - ##' - ##.#N' or ##.#####1 ❑ 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 120289 SEMINOLE FLORIDA B4. MAP AND PANEL BT FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AD, use depth of floo ft) 1202890045 E 4/17195 4/11M X NIA bi u. inaicate ine source o ine base mood t_ievation (tiF t) data or base flood depth entered in 69. ❑ FIS Profile Z FIRM ❑ Community Determined ❑ Other (Describe): 1311. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 ❑ NAVD 1988 0 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under ConsWction" ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones AII-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below aocading 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 Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) g. AA(m) o b) Top of next higher floor NIA. IL(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) o d) Attached garage (top of slab) 42. 8 ft.(m) o e) Lowest elevation of machinery andlor equipment servicing the building (Describe in a Comments area) 42.6 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 40.8 ft.(m) o g) Highest adjacent (finished) grade (HAG) 43. 3 ft.(m) o h) No, of permanent openings (flood vents) within 1 ft. above adjacent grade Q o i) Total area of all permanent openings (flood vents) in C3.h 0 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. CERTIFIERS NAME: WIWAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST E TEA ORLANDO FL 32803 SIGNATURE DATE TELEPHONE . MJI�A NO )A 10/23103 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In theses aces copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. � Policy Number 160 MAGNOLIA PARK TRAIL M 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 agenUcompany, 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 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building cagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is , ft.(m) _in.(c m) ❑ 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 top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The properly owner or owner's authorized representative who completes Sections A, B, C (Ken -is C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, a C, end E are corned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE. ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is autiurized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below.. G1. ❑ The infomnafion in Seclion C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation inforrnafion. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAassued or com munityassued BFE) or Zone AO, G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ it(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 PLAT OR SURVEY DESCRIPTION: (AS FURNISHED) LOT 8, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 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). TRACT "E" MAINTENANCE & ACCESS ,-S89.31'41 "E 60.00' 10' SCREEN WALL EASEMENT ----------------------------- LOT 8 I 13.3' ''':' _ 22.0' 5.0' e�COVEREO, .e 9.2' "i W ONE STORY CJ o CONCRETE BLOCK p+ RESIDENCE O ri DO EV FINISH FLOOR DO cv LOT 7 ELEVATION-43.39 LOT 9 .-o xao "� O Z 6.8. (� co.41 'D a iRY n 5.0' o0 20.7' +.CONCRETE,'. 1" 30' '. DRIVEWAY'• v! '? GRAPHIC SCALE ------------------- r,v,��c N- � ,'`T , 0 15 30 p �0 10' UTILITY EASEMENT;`. WALK IS 1.6' OFF i ,. 16.0' ,. : A00 WALK IS 1.7' OFF i:. 4' S/W . i - —1 N89'31'41 "W 60.00' m,o S,N A �I 352.85' , 600.39' P T S89'31'41 "E 953.24' PC TRACT "A" MAGNOLIA PARK TRAIL 50' RIGHT OF WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA LARRY E. GORING AND P. JILL GORING CH MORTGAGE COMPANY, I , LTD. 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 10-22-03, 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. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 8 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) 4/10/03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM LEGEND — - — - — - — BUILDING SETBACK LINE - - CENTERLINE RIGHT OF WAY LINE 41-1-1 EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK. S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBM6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 QFND NAIL AND DISC LB N6393 (10/22/03) SET 1/2" IRON ROD AND CAP LS 16393 (10/22/03) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTE`. CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. JOB NO. ASM40158 DRAWN BY: 'FOUINAL 10-22-03 CKB NDATION 5-28-03 CKB FOR THE FIRM LLIAM R. M SCATELLO JR. ?;#4 28 DATE 5-06-20 5 7 : 09AM i= kOM wcro'.a ...1 . ..,r,r„v....w'•r:r" si „1: —. _ .. , �j CrTV OF SANFORD PERMIT APPLICATION ? ; Permit S J�_._. Date: (� JoL Address: Description of Work: e4 �-t i C. G- jwjodf Value 01 wigrk: S Permit Type. Building Elccttical , V Mechanical Plumbing __ Fire Spnnk.ler/Alarm Pool T _ Electrical: New Service - p of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential _ Non-Residcntia) Replacement New (Duct Layout & Energy CLIc. Required) Plumbing/ New Commercial: a of Fixtures d of Water & Sewer Lines a of GAS lines _ PlumbinC/New Residential: R of Water Closets _ Plumbing Repair - Residential or Commercial Occupancy Type: Residential ✓' Commercial Industrial Total Square rootage: -- Construction Type: p of Stories: a of Dwelling Units: Flood Zone: • (FENIA form required for other than x) Parcel Is Owners Name & Adds: J_J DVres, L Contractor tame, & Address:e— r-S Phone & Fax: 1#27 ' > y (4 14 -- ISonding Address -- Mortgage Lender Address: ArchittcVEnginecr: (Attach Proof of Ownership Q_ IA -Cal Dtncripiton) r 3a 8'2, Z 9 5 7- -rkO t0 C- - --7 hate Liccnse Numher Contact Person: f�f L,.0 t e Phone:_ Phone. Fax Address: Application is hereby made to obtain a permit to do the work snd instillations as 1I)dicatcd. I certify that no vnrtk or installation has corrunenced prior to the issuance of a permit "that all work will be performed to muM Standards of all laws regulating conswction in this junsdicbon. I undcrstxnJ thin a scpa»tc permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctt:. t�WNFR'C AFFIAAV IT: 1 certify that sit or the foregoing information it, accurate and that all work will be done in compliance with all applicable laws regulating conSwotion and mnuig• WARNMO TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN r MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAfN FiNANCWC. CONSULT WiM YOUR LENDER OR AN ATTORNEY BEFORE REC:ORDRJO YOUR NOTK;L OF COMMENCEMENT. NOTICE: in addition in the requiremenu of this permit, there may he iWihonal restrictions applicable to this property that maY be found in the public records of this county, and there may be additional permits mqufrod fmm other eovemmentAl cnnna such as waror nAnagewnt disrnctc, state agencies, or rcdcni ekrncies Accepiancc of permit is vcrirlcauon th;ii I will notify the owner OHM property of the require s of 1' Lien Signature of Owntr/Agent Date nujuTt of Con"cioriAgcitl Wie V y\ CA -e Prim Cuntracwr/Agcnt'v Nat Print 0-ricr/AKcnl's Name ' �.. uv utr of Flnnda Date zs��� Uatc 5lgnsiurc of, N u y $ Irlwncr/nGcn! is — PC,il^l" Known ui Me ui t_ u„tnelnr/AgCr,l is V Pi•r:ni:3�ly Known IV Mc ,n YrutloC.011> Produccd 11) ... ..._ A!'I`UQ' AllO\ AI'VK0Vf.D IIY' Illog. _ /-un.nl;:_.— (iwt,al AL Usia) (Initial & Dwc).. linrtia'. 4 1)alc) (Iiw U.il J !)alc i FT A. ZETTLEMOYER MY C(WMISSIC)N # C:C 555100 ''PIRES.1ul15.'_003 Servioe & Bonding Co,.a,rFs:,z-,.w. 6jPc)3 lJ r THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton Inc. N 6250 Hazeltine ational Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NOTICE OF COMMENCEMENT (Prepare in duplicate) CLERX OF CIRCUIT COURt! MINDLE CUM BK 04775 PG L598 CLERK'S Ill 2003059913 RECORDED 04/10/2M 1962s22 RIM INB FEES L a RECORDED BY N Nolden 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 property: Lots) 5, 6, 7, 8 & 9 Magnolia Park Phase Plat Book , Page(s) ,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 #: Fax #: 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 #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(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: Exppiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a ditterent date is specified): D.R. Horton, Inc. 0 by: gertawsAssistant Secretary (Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 byy Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a I5ei—aware Corporation, on behalf o the corporation. HeAhe is personally Gown to me. Notary Public, State and County Aforesaid 4otargnature LNOTARYPUMI' FICI�+L r`'` i ; ARY , JAL ATRI( lji TON ;'ptORIDAMtB�,,; + r c>i 0134330MMISSION "p. ULY 26,2O06 Notary Seal CERTIFIED COPY MARYANNE WW2 CLERK Of CIRCUIT COUIN SEMINOLE COUNTY, FLOW J � • Vttil�l� CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: 03 - f 6'4 f Date: V The undersigned hereby applies for permit to install the following plumbing: Owner's Name:' A •1 Address of Job: '8 � A,� rs (G 0 M, /ty1i.1 P.rli Tr • „ ADVANTAGE PLUMBING, INC. Plumbing Contractor. P.O. BOX 620027 OVIEDO, iLVRIDA 2762.0027 407) 366-3994 Residential: Non -Residential: Addition, Alteration, Repair Residential & Non -Residential New Residential: -One Water Closet Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: TOTAL DUE: Number I Amount .Z $10.00 By Signing this application 1 am stating that I am in compliance with City of Sapford Plumbing Code, Applicant's Signature SG Men((-4 Stale License Number ADVANTAGE PLUMBING, INC. P.O. BOX 620027 OVIEDO, FLORIDA 327c"' (407) 366• `: Owner/Agent is � Personally Known to Me or Produced ID CITY OF SANI.ORD PERMIT APPLICATION Permit No.: .r Date: Job Address: L t rQ JUL Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprh"r Description of Work COnS+r u L+ Q !:4ytw Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (/1 of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: ✓ Residential _Commercial _ Industrial Total Sq Ftg: 3UPC) Value of Work: S 163 , 6DL:' Type of Construction: B LD C-k- Flood Zone: Number of Stories:_ Number of Dwelling Units: = Parcel No.: 18 ZO 3 / _900 - 0020 OGcO (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: L7 Q- /fir i)n T12C 407 i65 -2 _1111D/ t t- . A6 - Contractor/Address/Phone: /GCMG /'G/ 0, 4. ,CaW -7" �r.� State License Number. C/3C6 55-1re Contact Persons 6�LlJ,2,e6 Phone & Fax Number. f0? 6 5-?_ %/U/ Zu Title Holder (If other than Owner): 1JA Address: Bonding Company: /JA Address: Mortgage Lender: A)A Address: Architect/Engineer O ap Phone No.: 47 -77 ` '(.OD7 Address:4r31 n I '5Z 4 -9 54l25 // -7 AI t2m,1)r)t ��pri qS Fax No.: -1/07 - 77 q - qa 7,2 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A -NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 1WROVID ENT'S 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 cndtxs such as water management districts, state agencies, or federal agencies. of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. of Own gent Date gnature of Contractor/Agem Date ftNoMq-SU_tc ent' Name Print s NDate orftMtff Date PATRICIA COULTON NOTARY PUBLIC STATF. OF FLORIDA COMMISSION NO. DD?? PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. 134330 Cof M C MG5 ION E. . OV7to ?& Or Produced ID APPLICATION APPROVED BY: '� '�__-__ Datc: '-;;,_ / - --� Special Conditions: APEX PE>T C � ZV:T•F�Q � Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Instill: Contract Number PL'CHASERS NAME AND ADDRESS Phone & Email INSTA-LLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount 5AM*��t<:� (First payment due on the Install Anniversary Date) Any payment deemed 30 days past A will result In the cancellation of this Warranty Ad Justify removal of the Sentricon System. Name Address City/State/Zip Phone &c Erna NOTIFICATION STICKER LOCATED: _—, FF DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination Sys em, Apex will Nvarrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs t the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary pairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the roperty at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GO VEELV THE RELATIONSHIP OF THE PARTIES. :apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules and;II'ligulations,and all applicable recommendations contained In literature provided by DowElanco: i . install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). monitor those Stations for twelve months from the date hereof, 3. during those years, add Recruit* termite balt and remove It from the Stations as appropriate; and ;t �. during those years, inform the Customer of: a, any new or Increased termite activity'noted at the Stations t b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activ ty. The Company will extend this Service Commitment following the original twelve month obll ation: con Pretreatment Plan may maintained for the LIFETIME of the identified property subject to the terms and �nditionsnoftth s agreement for er quarter (3mo period) payable on or before the end of the previous monitoririj period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, nbl to exceed 100/c per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to m baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil cont: under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise I the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an acts) insect infestation, be the responsibility of Apex In areas where any of the conditions described In this Parag of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility and ain the areas; standing water fy Apex of anc onto, or under ood destroylnt i exist. Failur( his paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESSLORIMPLIED INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IM MERCHANTABILITY, PLIED W FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF PLIE;IvIANj3x SERVICE SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THVPRODUCT OI Customer expressly waives and releases any clalms In any lawsuit, arbitration or other legal proceeding ainst Apex fo; negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution 01 Glue, economic compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If an nd, and in nt event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service t" be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)It 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)it Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or sensitivity condition that may activated or exacerbated by the products and or concerning odors, dust, pollen, respiratory Illness, or oth techniques utilized by Apex. GENERAL TERMS AND CONDITIONS general terms and conditions are hereby made part of this contract and By specific reference hereto, the Customer understands that the apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon "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. On expiration or terminat►on of this Agreement, Apex and DowElnnco or ►ts 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 Sentricon" System a. Apex wilt: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the retationship(note: 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)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective dlfferent.form of termite protection. refund to the Customer an amount equal to the fee paid for services not yet received, and;.(5)retrlcve, or advise DowElnnco of Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval o the Components; and; (2)elther agree with Apex on the use of it different form of termite control or elect to discontinue thi relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identitled herein as of the date of the Initlal installatior Prior to; (1)the Structure(s) being structurally modlfled, altered, or otherwise changed or; (2) to any termiticide being applied on or close t the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of batting equipment or suppli( occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void th Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Custome 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 pn of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused nt t' time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex m wIthout notice., terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and ail legal proceedings shall be In Brevard County, Florida. If any part of this Agreemen held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force r effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the righ• revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfil' Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, stti embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of A Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will no, responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterati (3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have 1 repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereur Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedure! commercial arbitration of the American Arbitration Asaociatlon or any successor organ►zation, and In accordance with and subject to al 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, et seg. proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florlda at the offices of Apex designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the Arbitrator - be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual I and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the partle. no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-s►x) months from the Initial date of Installation, terminate this Agreement it relieved of any iiability hereunder If Apex determines, In Its sole discretion, that it is unable to prevent or stop further damage to Pro from subterranean termite activlty. 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 writ The Apex Corporate Offlee. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the Ider Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the Inspection was req, by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. Aft( Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with it " t0 transfer fee payable to Apex wit' (thirty) days of the transfer of the treated Property. 'Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407.459-2847 407.858-0540 813.221.2847 800.929.2847 888-764.2847 877-459-2847 CITX OF SANFORD B � ' )ING DIVISION G PERMIT NTS FOR I, ENTIAL BUILD SUBMI'TTALREQUIREME i location surveys showing setbacks o I, T�vo (2) recent boundary and building from all structures to property lines for permit for structures (not fences) 0 2 Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating rooter �mcnt sizes for hill bearing . waiis. Provide side vie`v de of these footers with reinforcement o b. Floor plan Indicatdoor, t windowv,land ort ions And room Identification, room dimensions,nsions, opening sizes, smoke detector, + locAtion(s), lnndings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. R Note the Stnte of FlorldA requirements for bath door for compliance of Handlenpped Code (F.S. 553, Part 5) Elevo c. llhet heior ght per ls, east, west, north and south. City Finish City Engineering Department or floor loor elevation g 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 of wall section. o e Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. o {, Engineered truss plan with details of bracing. Engineered beams for spaeing openings to carry and support trusses. � g, Stair details with d sn and guardratiger size, methods of attachment, placement of handr o h. Square footnge table showing footages: S.F. Gnrnges/Carports r� J,�_S.F. Porch(s)/Entry(s) S.F. patios) Sr', Conditioned structure S.F. total (Gross Area) 0 3, Three (3) sets of completed Florida Energy Code Forms (Form 600-A 0 4. Soil analysis and/or soil compaction report. If soils appear to be unst or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 5. Other submittal Documents:- o A. Utility letter or Approval when p+ b,ii j!wnter supply and/or sewer system connection to be made. 4 � b. Septic tank permit to be obtai)din Seminole County Health ns , , j4ianford, Fl (407) 665-3600. Department At. 400 W. Airport. c. Arbor permit when trees to be rmoved from property. Contact the City Engineer for details regarde arbor ordinance and permit. O 6. Application to be completed thorotjhly And signatures provided by A licensed And Insured contractor. OWNERBUILDER MUST APPEAR U PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included o application. If electrical, mechanical or plumbing permits have nog issued, inspections will not be scheduled or made and subcontractors subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTIOr I. Footer 2. Underground, electrical, mechanical And plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beAtbs - columns- cells 6. Rough electrical 7. Rough mechnntcnl S. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / f1rewall 12. Insulation, walls And/or ceilings 13. Electrical final, mechnnichl final and plumbing final 14. Butlding final 15. Other D AT L SIGNATURE (By Owner or Authortzed Agent) 111 be Limited Power Of Attorney 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 it . Subdivision Address: i j D T C And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd Contractor State Registration Number #;' Signature of Contractor r� This foregoing instrument was acknowledged before me this � dayof �`14',L2003 By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of County, PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIgA COMMISSION NO. Up134M MY COMMISSION EXP- ULY 26 2006 Notary Seal `-A-' x V14 SANFORD P.O. Box 2847 SANFORD, FL 32772 PI k)NI; 11 (407) 330-5630 FAX 11 (407)28-7367 APPLICATION FOR l)'I'IL['I'Y S1�RVICI: At ('i 111N I (I UI,I, NAMr) NAI'vlk uor-�o S l It V I c.'I A 17DRESS I (, M r-).-- ,, ►nr, I i r-� _' A Iv1AlI.I Inc ,\ul)IzrsS( z N -�,•►� �r,��}�}l -,vP �� a�, %IP 3 TURN ON DATE SINGLE FAMILY RESIDENCE / MULTI -FAMILY RESIDENCE UW'rvLr! �CJ.� n COMMERCIAL - Ei Covt�czG� a �i Couli�R WORKt/40—+ SOCIAL SECURITY8 HOMER OWNER OF PROPERTY__I-•it' .�or}-per I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABO\ I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDE PROMF WHEN T SIGNED; DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $� TOTAL_ CUSTOMEF LOCATIONI LAST BILE THIS READ \DDRESS. Y u F i� Since 1978 March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Magnolia Park This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. C)�` 1-5 (1'J for the following work: Construction of a SFR on Lot 8, Magnolia Park Phase 1, 160 Magnolia Park Trail Sanford, FL 32773 D.R. Horton Inc., herein fter referred to as the "Owner", recognizes that issuance of Permit No. C3 " I S �� will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No(-t --I 'Ao( , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or const�u ion of the above - referenced project or the issuance of Permit No. �� - I s7l. The owner IN agrees to the following as additional conditions for Permit No. C� - 15 1. 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com nEW-11SIOSince. r Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE (Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 31St day of March, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is pecsopally known to me or who produced their Florida State Identification. OFFICIAL NOTARY SFAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLO]2006 COMMISSION NO. DD13433 MY COMMISSSION EXP. ULY 26 Notary Signature Notary Stamp 6250 Hazeltine National Drive, Suite 102 9 Orlando, FL 32822 9 (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com 0 D. R. HORTON HOMES 2� � SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOTk SUBDIVISION: MAC7NLL/A I:A Kk ADDRESS JjpD M4GAA-1,6 Ag-�Tq4) L BUILDING APPLICATION POWER OF ATTORNEY SETS OF SEALED PLANS -7/ 2 PLOT PLANS SETS OF ENERGY CALCS MANUAL J/ DUCT LAYO ATTACHED TO THE PLANS 2 SETS OF SEALED TRU�S PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM ` NOTICE OF COMMENCEMENT ,/ APPEX CONTRACT _,L jDri ve, lval )�rm,� - ", Mti.�,j$ih,_-•;. tk +Mr .. .. a�rrw,�r.r �+t!s,.4 a r, 8r �xw•'', CITY OFSANFORD PERMrr APPLICATION Permit #: t/ J ' / � 9 Date: Job Address: Description of Work: -_J,, Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical _,�Plumbing Fire Sprinkler/Alarm PoQI Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical`. Residential "�'Non-Residential Replacement New (Duct Layout & Energy Cali~. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential ­� Commercial Industrial Total Square Footage: —� Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for ottte.r than X) _-mmm Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: ��yg;� ate License \umber 880 Phone& Fax: UAW4 Ti"%11#4I>9*cW6 `�� 'A,-Uvi,.? /0mf,3px?/ P --_ ..._. 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done i„ cotnpliance with all applicable. is:ws relrudaring construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME14C MENT MAY RESULT 119 YOlnt PA YING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CON LT ITH YOUR LENDER OR A14 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions "livable to ope that maybe and in the public records of this county, and there may be additional permits required from other governmental entitle uch as water agem t dis 'cts, s e agencies, or fcdea -�O agencies. Acceptance of permit is verification that I ++III notify the owner of the property of t require ` f Florida t -,aw, FS 7 3. UN 3 / 73 Signature of Owner/Agent Date Signatur Contactor/Agent Date ERT G. DELLO R USSO Print Owner/Agent's Name t Contractor Agent's Name Stgnawre of Notary -State of Florida Date Sitmaturc of Noy n'-Stale of F Date Owner/Agent is _ Personally ono++n to Me or Contractor/AQc­: PersonaiY Known to Me or — Produced ID — _ -- Producrt :? --- APPLI(Al ION APPROVED BY: Bldg: _ Zoning: — L: ::a I`D: Initial & Date) (Initial & Date) (Initial X Date) (Inlaal & Dail �;trcial i ,;rlitions: MIRINDA C. TURNER 7..4f 1'p; titan M PTm NoNryyPublic Undo mvs CITY OF SA 1NFORD ELECTRICAL PERMIT APPLICATION Permit Number: 3 ` Date: The undersigned hereby applies fqr a permit to install the following electrical: Owner's Name:�_��; Address of Job: Electrical Contractoiyjj S r► 1e6 Residential: OO"Non-Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. )kOMearift Sig re State License Number FORM 61A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2361 Builder: DR HORTON Address: V,p �AgDnatcI, rk I I Permitting Office: City, State: ,� y1 rcl i Fi. Permit Number: Owner: "J,Q Apo.) Jurisdiction Number: Climate Zone: Central k 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 2368 ft2 c. N/A _ 7. Glass area & type _ - a. Clear - single pane 344.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 11= _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 249.0(p) ft _ c. N/A _ b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1672.2 ft' _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 274.0 ft' _ b. N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2388.5 ft' _ 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: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as -built points: 30413 PASS Total base points: 34054 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Iea Nz DATE: 03.02 1 hereby certify that this building, as designed, is in compliance with the Flor4dq Energy Code. OWNER/A EN DATE: 7.>' t3 Review of the plans and TJ sr specifications covered by this calculation indicates compliance y„ :..-,,.� with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 COD Florida Statutes. WS11 BUILDING OFFICIAL: DATE: FLRCSB 0 2 unciyyvC1UWVN a wdrSlorl. V . > FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2368.0 25.78 10988.5 Single, Clear SW 1.0 5.5 16.0 52.82 0.96 807.7 Single, Clear SE 1.0 5.5 16.0 56.64 0.96 866.7 Single, Clear SE 1.0 4.5 13.0 56.64 0.92 676.2 Single, Clear SE 1.0 5.5 16.0 56.64 0,96 866.7 Single, Clear W 11.0 5.5 16.0 53.47 0.43 364.2 Single, Clear NW 10.0 5.5 12.0 37.74 0.57 256.5 Single, Clear SW 13.0 8.5 64.0 52.82 0.45 1518.0 Single, Clear NE 1.0 6.5 39.0 43.65 0.98 1669.2 Single, Clear S 11.0 9.5 7.0 44.66 0.54 169.9 Single, Clear E 1.0 6.5 19.0 59.31 0.98 1102.6 Single, Clear S 11.0 2.5 4.0 44.66 0.48 84.9 Single, Clear N 1.0 6.5 19.0 27.96 0.98 521.4 Single, Clear NW 1.0 4.5 19.0 37.74 0.94 675.4 Single, Clear NW 1.0 2.5 12.0 37.74 0.84 378.3 Single, Clear SW 1.0 5.5 32.0 52.82 0.96 1615.5 Single, Clear SE 15.0 8.5 40.0 56.64 0.44 986.4 As -Built Total: 344.0 12559.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 274.0 0.70 191.8 Concrete, Int Insul, Exterior 4.2 1672.2 1.16 1939.8 Exterior 1672.2 1.90 3177.2 Frame, Wood, Adjacent 11.0 274.0 0.70 191.8 Base Total: 1946.2 3369.0 As -Built Total: 1946.2 2131.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 33.0 4.80 158.4 Exterior Wood 33.0 7.20 237.6 Base Total: 51.0 187.2 As -Built Total: 51.0 280.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2368.0 2.13 5043.8 Under Attic 19.0 2388.5 2.82 X 1.00 6735.6 Base Total: 2368.0 5043.8 As -Built Total: 2388.5 6735.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 249.0(p) -31.8 -7918.2 Slab -On -Grade Edge Insulation 0.0 249.0(p -31.90 -7943.1 Raised 0.0 0.00 0.0 Base Total: -7918.2 1 As -Built Total: 249.0 -7943.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2368.0 14.31 33886.1 2368.0 14.31 33886.1 Summer Base Points: 45556.4 Summer As -Built Points: 47650.5 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Cooling Points 45556.4 0.4266 19434.3 47650.5 47650.5 1.000 1.00 (1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 14472.2 14472.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 . 2368.0 5.86 2497.8 Single, Clear SW 1.0 5.5 16.0 9.22 1.01 149.4 Single, Clear SE 1.0 5.5 16.0 8.34 1.02 136.7 Single, Clear SE 1.0 4.5 13.0 8.34 1.04 112.7 Single, Clear SE 1.0 5.5 16.0 8.34 1.02 136.7 Single, Clear W 11.0 5.5 16.0 10.74 1.11 190.8 Single, Clear NW 10.0 5.5 12.0 12.23 0.99 145.2 Single, Clear SW 13.0 8.5 64.0 9.22 1.45 856.8 Single, Clear NE 1.0 6.5 39.0 12.00 1.00 468.1 Single, Clear S 11.0 9.5 7.0 7.73 1.97 106.5 Single, Clear E 1.0 6.5 19.0 9.96 1.01 190.7 Single, Clear S 11.0 2.5 4.0 7.73 2.29 70.8 Single, Clear N 1.0 6.5 19.0 12.32 1.00 233.6 Single, Clear NW 1.0 4.5 19.0 12.23 1.00 231.8 Single, Clear NW 1.0 2.5 12.0 12.23 1.00 146.2 Single, Clear SW 1.0 5.5 32.0 9.22 1.01 298.7 Single, Clear SE 15.0 8.5 40.0 8.34 1.79 596.3 As -Built Total: 344.0 4071.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 274.0 1.80 493.2 Concrete, Int Insul, Exterior 4.2 1672.2 3.26 5451.4 Exterior 1672.2 2.00 3344.4 Frame, Wood, Adjacent 11.0 274.0 1.80 493.2 Base Total: 1946.2 3837.6 As -Built Total: 1946.2 59".6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 33.0 5.10 168.3 Exterior Wood 33.0 7.60 250.8 Base Total: 51.0 240.3 As -Built Total: 51.0 357.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2368.0 0.64 1515.5 Under Attic 19.0 2388.5 0.87 X 1.00 2078.0 Base Total: 2368.0 1515.5 As -Built Total: 2388.5 2078.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 249.0(p) -1.9 -473.1 Slab -On -Grade Edge Insulation 0.0 249.0(p 2.50 622.5 Raised 0.0 0.00 0.0 Base Total: -473.1 1 As -Built Total: 249.0 622.5 EnergyGauge® DCA Form 600A-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2368.0 -0.28 -663.0 2368.0 -0.28 -663.0 Winter,Base Points: 6955.0 Winter As -Built Points: 12410.0 Total Winter X Points System Multiplier = Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Heating Points 6955.0 0.6274 4363.6 12410.0 12410.0 1.000 1.00 (1.078 x 1.160 x 0.92) 0.402 1.150 0.402 0.950 0.950 5446.0 5446.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM,,600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of ' X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 19434 4364 10256 34054 14472 5446 10495 30413 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 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 cfm/s .fL window area; .5 cfm/s .tt. 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 comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation, or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT'" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.6 The higher the score, the more efficient the home. I . New construction or existing New , 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. is this a worst case? Yes 6. Conditioned floor area (ft2) 2368 fl2 c. N/A _ 7. Glass area & type _ _ a. Clear - single pane 344.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A e 8. Floor types - _ a. Slab -On -Grade Edge Insulation R=0.0, 249.0(p) ft , c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1672.2 ft2 _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 274.0 ft2 _ b. N/A , c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2388.5 112 _ 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: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) O�THE SrgT� in this home before final inspection. Otherwise, a new EPL Display Card will be completed' based on installed Co comp�at liant features. I"u h Builder Signature:-i Date: Address of New Home: hDCity/FL Zip: co D WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: DR HORTON Notes: Design Information Weather: Orlando_AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 46942 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 46942 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2368 2368 22259 22259 0.70 0.40 260 149 Heating Equipment Summary Make TRANE Trade Efficiency 8.0 HSPF Heating input Heating output 0 Btuh @ 470F Heating temp rise 0 OF Actual heating fan 1600 cfm Heating air flow factor 0.034 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grnb Sensible Cooling Equipment Load Sizing Structure 33284 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 34074 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 4385 Btuh Total latent equip. load 7977 Btuh Total equipment load 42050 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.048 cfm/Btuh 81 % Sold1talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 wrngihtsoft Right -suite ResidentialTM 5.0.64 RSR26016 2002-Feb-28 13:55:43 E:1Files\DR HORTON 2002\2361\2361.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22259 ft3 x 0.0167 = 260 cfm 2. Winter infiltration load 1.1 x260 cfm x 32 OF WinterTD = 9159 Btuh 3. Winter infiltration HTM 9159 Btuh / 423 ftZ Total window 21.7 Btuh/ftZ and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22259 ft3 x 0.0167 = 149 cfm 2. Summer infiltration load 1.1 x 149 cfm x 18 OF Summer TD 2944 Btuh 3. Summer infiltration HTM 2944 Btuh / 423 ftZ Total window = 7.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 149 cfm = 4385 Btuh Procedure u - equipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 33284 Btuh Sum of ventilation and structure loads = 34769 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 34074 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4385 Btuh Equipment sizing load - latent = 7977 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Bold/Nalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,- wrightsoft Right-Sufle ResiderdialTM 5.0.64 RSR26016 2002-Feb-28 13:55:43 )A E:1F11eslDR HORTON 2002\2361\2361.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2361 8.31.01 MANUAL J: 7th Ed. 1 Name of room Entire House BR2 BR3 BTH 2 2 Length of exposed wall 249.0 ft 27.0 It 12.0 ft 6.0 ft 3 Room dimensions 12.0 x 15.0 ft 12.0 x 12.0 ft 6.0 x 12.0 ft 4 Ceiings Condit. Option 9.4 ft heat/cool d 9.4 111 heat/cool 9.4 ft heat/cool 9.4 It Iheat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig (f 2) Htg I Clg (W) Htg Clg (W) Htg I Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 2049 "" «" 254 "" '«' 113 "" "" 56 Exposed b 12C 2.9 1.9 0 «•• •,•• 0 "" "" 0 "" •••• 0 ,••• •••, walls and' c 13C 3.2 1.2 292 "" "" 0 0 0 partitions 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 Windows and a 1C 37.0 « 257 9499 "" 16 591 «" 16 591 ... 13 480 •«' glass doors b 8C 37.0 64 2365 ... 0 0 «" 0 0 "" 0 0 Heating c 9C 38.7 40 1549 '- 0 0 "" 0 0 "" 0 0 j d 1C 37.0 " 11 407 "" 0 0 0 0 ""' 0 0 �' ... e 0.0 0 0""' 0 0 "" 0 0 "" 0 0 7 Windows and North 22.5 75 "" 1691 0 '«. 0 0 0 0 0 glass doors NE/NW 39.4 225 .... 8865 16 .... 630 16 '��� 630 13 '�« 512 Cooling ENV 54.4 18 ' " 977 0 « 0 0 0 0 0 SE/SW 50.4 51 "" 2545 0 "" 0 0 *- 0 0 "" 0 South 30.4 3 "•• 106 0 "•' 0 0 '••• 0 0'"'" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 «" 0 8 Other doors a 10D 14.7 9.9 51 751 507 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 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1644 7576 3386 238 1096 490 97 446 199 43 200 89 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 274 863 321 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 160 1.7 2.2 2389 4051 5317 180 305 401 144 244 321 72 122 160 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 249 6454 0 27 700 0 12 311 0 6 156 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 21.7 7.0 423 9159 2944 16 346 111 161 346 111 13 281 90 13 Subtotal loss=6+8..+11+12 '«, 42674 '"' '«' 3039 '«' «" 1939 "« «•' 1240 "« Less external heating «,• 0 '«' ••« 0 «•• ••« 0 ••« •••• 0 •••• Less transfer •••• 0 "" •••• 0 «« ••'• 0 ,••• «•• 0 •••• 14 Duct loss 100/ 4267 "« 10°/ 304 "'• 10°/ 194 «" 100/ 124 "'• 15 Total loss = 13+14 «« 46942 '«' '«. 3343 "' "" 2133 "" "" 1364 16 Int. gains: People ® 300 6 - 1800 0 '"" 0 0 "« 0 0 "« 0 Appl. @ 1200 2 •'•, 1800 0 «'• 0 0 "'• 0 0 "" 0 17 Subtot RSH gain=7+8..+12+16 •"' "« 30258 "" "" 1632 "" "" 1262 "« "" 852 Less external cooling ... •••• 0 "" '•,• 0 •••• "" 0 '•« ••'• 0 Less transfer •••• •••• 0 •••• •«, 0 •••• •••• 0 •••• •••• 0 18 Duct gain 10 'A 3026 10°/ "" 163 10°/ «« 126 101 •... 85 19 Total RSH gain=(17+18)'PLF 1.00 33284 1.00 '«' 1795 1.00 «« 1388 1.00 •"' 938 20 Air required (cfm) «'• 16M 1600 "" 114 86 '«` 73 67 - 46 45 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrvghtsofit RightSutte ResidentialTM 5.0.64 RSR26018 2002-Feb 28 13:55:43 145t�A E:1FNes1DR HORTON 20021236112361.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room BR4 UTIL KIT NOOK 2 Length of exposed wall 33.0 ft 4.0 ft 0.0 ft 11.0 ft 3 Room dimensions 13.0 x 12.0 ft 8.0 x 8.0 It 11.0 x 17.0 ft 15.0 x 8.5 It 4 Ceiings Condit. Option 9A It heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9.4 fl heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig (W) Htg I Cig (it') Htg Clg (ft) Htg I Cig (ft') Htg Cig 5 Gross a 14B 4.6 2.1 112 '"' ''"' 0 "" "« 0 -* "'" 103 Exposed b 12C 2.9 1.9 0 "" "'•' 0 •"• •"' 0 "« '»' 0 •••' •••• walls and' c 13C 3.2 1.2 198 "" '•" 38 ,••' "« 0 '•"' ,••• 0 "" •••' partitions 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 Windows and a 1C 37.0 16 591 «" 0 0 '«' 0 0 »" 28 1035 "« glass doors b 8C 37.0 " 0 0 «" 0 0 «« 0 0 �� 0 0 �i"" Heating c 9C 38.7 0 0 "'" 0 0 0 0 0 0 d 1C 37.0 0 0 »" 0 0 "" 0 0 '« 0 0' e 0.0 0 0 "" 0 0 "" 0 0 ••« 0 0 •••• f 0.0 '" 0 0'»' 0 0'"" 0 0""' 0 0 7 Windows and North 22.5 0 "" 0 0 "" 0 0 "" 0 28 "'" 571 glass doors NE/NW 39.4 16 ". 630 0 'M� 0 0 '�. 0 0 '�i� 0 Cooling E/W 54.4 0«' 0 0 0 0" 0 0 0 SE/SW 50.4 0'«' 0 0 "" 0 0 "" 0 0'«' 0 South 30.4 0'»' 0 0 "" 0 0'«' 0 0 "" 0 Horz 0.0 0'«' 0 0 ""' 0 0 ""' 0 0 "" 0 8 Other doors a 10D 14.7 9.9 0 0 0 18 265 179 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 96 442 198 0 0 0 0 0 0 75 347 155 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 198 624 232 20 63 23 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 64 109 142 187 317 416 128 216 284 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 4 104 0 0 0 0 11 285 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is dispi. 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 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 21.7 1 7.0 16 346 111 18 390 1251 0 0 0 28 606 195 13 Subtotal loss=6+8..+11+12 "" 3124 «« "» 930 "" "" 317 »'" «« 2490 ""' Less external heating •«• 0 "'• '•'• 0 ,«, •••• 0 ••'• «« 0 •••• Less transfer "" 0 '••• "'• 0 "« - 0 '«• •"• 0 ••'• 14 Duct loss 10 o/, 312 "" 10 °/ 93 "" 10% 32 "" 10 °/ 249 '»' 15 Total loss = 13+14 "" 3436 '«' "" 1023 "« »" 349 «" "" 2739 16 Int gains: People @ 300 0 «" 0 0 '.. ' 0 0 0 0 0 Appl. Q 1200 0 0 1 '» 600 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 "" '»' 1518 "« '»' 1070 «" ""' 1616 "« '«' 1205 Less extemal cooling '•" "'• 0 "'• •«• 0 '••• '"' 0 •«• ••« 0 Less transfer "« " ' 0 ""' '»' 0 - - 0 '»' "« 0 18 Duct gain 10 "" 152 10°/ »" 107 10° '»' 162 10°/ "" 121 19 Total RSH gain=(17+18)'PLF 1.00 1670 1.00 »" 1177 1.00 "« 1778 1.00 "" 1326 20 Air required (cfm) - 117 80 '»' 35 57 - 12 85 "" 93 64 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr^sC�l-st50ft RightSuite ResidentialTM 5.0.64 RSR26016 2002-Feb28 13:65:43 A E:\Files\DR HORTON 2002\2361\2361.rsf Page 2 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2361 8.31.01 MANUAL J: 7th Ed. 1 Name of room BTH 3 FAMILY DINING LIVING 2 Length of exposed wall 17.0 ft 10.0 It 14.0 ft 41.0 ft 3 Room dimensions 10.0 x 6.5 ft 14.0 x 20.5 it 11.0 x 14.0 ft 14.5 x 23.5 ft 4 Ceiings Condit. Option 9.4 it heat/cool 9.4 1111 heat/cool 9.4 ft heat/cool 9.4 ft Iheat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (it) Htg Clg (ft') Htg Clg (111) Htg Cig (W) Htg Clg 5 Gross a 14B 4.6 2.1 160 "" »" 94 "" ... 76 "" "" 385 Exposed b 12C 2.9 1.9 0 «« «« 0 .«. ..« 0 .«. «., 0 walls and' c 13C 3.2 L2 0 '»" '•" 0 '••• •«• 56 "•,• «•• 0 •••• •••• partitions 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 Windows and a 1C 37.0 0 0 0 ""' 28 1035 '»' 77 2846 glass doors b 8C 37.0 0 0 '•" 64 2365 .... 0 0 0 0 ..+� Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0» « 11 407 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 »" 0 0 "" 0 0 »" 0 0 ... 7 Windows and North 22.5 0 "" 0 0 "" 0 0 "" 0 35 '"» 811 glass doors NE/NW 39.4 0 '��i 0 64 " 2522 28 '��� 1103 0 '��� 0 Cooling E/W 54.4 0" 0 0" 0 0 0 18 977 SE/SW 50.4 0 "" 0 0 '»' 0 0 »" 0 32 "'" 1500 South 30.4 0'"" 0 0 ""' 0 0 "" 0 3'»• 106 Horn 0.0 0 "" 0 0 "'" 0 0 "'» 0 0 ""' 0 8 Other doors a 10D 14.7 9.9 13 191 129 0 0 0 0 0 0 20 294 199 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 147 676 302 30 138 62 48 221 99 277 1278 571 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 65 110 145 287 487 639 154 261 343 341 578 759 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 17 441 0 10 259 0 14 363 0 41 1063 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 21.7 7.0 13 281 90 64 1386 445 28 606 195 108 2339 752 13 Subtotal loss=6+8..+11+12 «•• 1700 •"' «« 4M .... «.. 2663 .«. .... 8805 «.. Less external heating •«. 0 «.. «« 0 .... «« 0 .«. ..« 0 ..« Less transfer »" 0 »" »» 0 "" »" 0 »" »" 0 14 Duct loss 10 OA 170 "" 10 464 "" 10°/ 266 "" 10 % 880 15 Total loss = 13+14 "" 1870 -* "" 5099 "" "" 2929 "" - 9685 "" 16 Int. gains: People Q 300 0 "" 0 4 »" 1200 1 300 0 0 Appl. ® 1200 0 "" 0 0 0 00 ... 0 0 17 Subtot RSH gain=7+8..+12+16 "" "" 667 "» »'• 4868 »» "" 2105 '»' »» 5675 Less external cooling «« «« 0 .,« «« 0 «.. ..« 0 ..« «« 0 Less transfer • «« 0 .«. «« 0 «« «.. 0 .«. .«. 0 18 Duct gain 100/ "» 67 10 OA 487 101A 211 10% »" 567 19 Total RSH gain=(17+18)'PLF 1.00 '""' 733 1.00 "» 5354 1.00 "" 2316 1.00 »" 6242 1201 Air required (cfm) »» 64 351 174 257 "'"• 1 1001 111 "" 3301 300 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 13:55:43 /ZZ�A E:\Files\DR HORTON 2002\2361\2361.rsr Page 3 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room MBTH WIC MBR SITTING 2 14 Length of exposed wall 13.0 ft 9.0 ft 20.0 ft 32.0 ft 3 Room dimensions 13.0 x 13.0 ft 9.0 x 13.0 ft 16.0 x 13.0 ft 13.0 x 9.0 ft Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9A ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft2) Htg I Cig Htg I Clg (ft) Htg I Clg (ft') Htg I Clg 5 Gross a 14B 4.6 2.1 122 "" "•' 85 "" '»' 188 "" "" 301 "" "•' Exposed b 12C 2.9 1.9 0 ••« «•• 0 .«, .«. 0 .«. .«. 0 «.. .«. walls and ` c 13C 3.2 1.2 0 '•" "" 0 "" »" 0 "" "" 0 «'• "» partitions d 0.0 0.0 0 "" »" 0 "» 'i" 0 »,+ �� 0 e 0.0 0.0 0 '•" "" 0 "» • " 0 0 I 0.0 0.0 0 ,.« «.. 0 ...• ..,. 0 ..., ..,. 0 ..., •«. 6 Windows and a IC 37.0 •' 19 702 "" 0 0 '•.. 12 444 ... 32 1183 "» glass doors b 8C 37.0 0 0'»' 0 0 0 0 ...� 0 0 »�+ Heating c 9C 38.7 0 0 0 0 '�« 0 0 »« 40 1549 .... d 1C 37.0 '• 0 0 •'•• 0 0' 0 0 0 0» e 0.0 •• 0 0 »" 0 0 •••' 0 0 "•• 0 0 f 0.0 » 0 0 »» 0 0 •"' 0 0'». 0 0 »» 7 Windows and North 22.5 5 "" 109 0 •»' 0 7 »" 199 0 »" 0 glass doors NE/NW 39A 0 ': 0 0 .... 0 0 '� 0 72 ". 2837 Cooling E/W 54.4 0 0 0' 0 0 0 0 0 SE/SW 50.4 14 •"' 646 0 "" 0 5 "» 399 0 "» 0 South 30.4 0 "" 0 0 "" 0 0 •••. 0 0 "'• 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0'»• 0 8 Other doors a 10D 14.7 9.9 0 0 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 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 103 476 213 85 390 174 176 811 362 229 1054 471 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 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 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 10.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 169 287 376 117 198 260 208 353 463 117 198 260 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 9 233 0 20 518 0 32 829 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 21.7 7.0 19 411 1321 0 01 0 121 260 84 721 1559 501 13 Subtotal loss=6+8..+11+12 •»' 2213 '»' '»' 822 '•» "» 2386 »" ."• 6373 •... Less external heating »» 0 ••'• " • 0 «« •••• 0 «« «.. 0 . Less transfer •"' 0 '»' »'• 0 '»• "" 0 "» "" 0 »" 14 Duct loss 10° 221 '•" 109A 82 ••" 10 DA 239 "" 101/ 637 »" 15 Total loss = 13+14 '•'• 2434 *'** 904 "•• «« 2624 "" «« 7010 "» 16 InL gains: People Q 300 0 '••' 0 0 - 0 1 '•'• 300 0 •'» 0 Appl. Q 1200 0 »'• 0 0 "» 0 0 "•• 0 0 "» 0 17 Subtot RSH gain=7+8..+12+16 '•" "» 1477 "" '»• 435 «« ••» 1807 »" »" 4070 Less external coding ••» »'• 0 '••• •••• 0 '»' "" 0 '«• '»• 0 Less transfer •»' •«• 0 •«• •«• 0 •••• •,•• 0 «•• ••« 0 18 Duct gain 100/ '»' 148 10°/ •»• 43 10°/ •"' 181 10� "" 407 19 Total RSH gain=(17+18)'PLF 1.00 •••• 1624 1.00 »» 478 1.00 »» 1988 1.00 "» 4476 20 Air required (cfm) ... 83 78 "" 31 23 '- 891 96 - 239 215 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1�� wreghtsC>f t RightSufte Residential"' 5.0.64 RSR26016 2002-Feb-28 13:55:43 rv� /E:\Files\DR HORTON 2002\2361\2361.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 Job: 2361 8.31.01 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 BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 BR3 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 BTH 2 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 4.0 39.4 13.0 0.0 BR4 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 UTIL KIT ............ NOOK a n e a c n 0 d 1 1 90 1.0 11.0 0.5 5.0 54.4 16.0 16.0 a n se a c n 0 d 1 1 90 1.0 10.0 0.5 5.0 47.4 12.0 12.0 BTH 3 b n ne a c n 0 d 1 a n ne a c n 0 d 1 a n sw a c n 0 d 1 a n w a c n 0 d 1 a n s a c n 0 d 1 d n n a c n 0 n 1 d n n a c n 0 n 1 FAMILY 1 90 1.0 13.0 0.5 8.0 39.4 64.0 0.0 DINING 1 90 1.0 1.0 0.5 6.0 39.4 28.0 0.0 LIVING 1 90 1.0 1.0 0.5 6.0 47.4 39.0 7.3 1 90 1.0 1.0 0.5 6.0 54.4 19.0 1.0 1 90 1.0 1.0 0.5 6.0 30.4 19.0 15.5 1 90 1.0 11.0 2.5 7.0 29.4 7.0 0.0 1 90 1.0 11.0 1.0 1.5 29.4 4.0 0.0 1 VVrjght5(:>ft Right -Suite Resider*Wa 5.0.64 RSR26016 2002-Feb-28 13:55:43 )m E:\FHes\DR HORTON 2002\2361t2361.rsr Page 1 MBTH a, n se a c n 0 d 1 1 90 1.0 1.0 0.5 4.0 47.4 19.0 5.4 WIC MBR a n se a c n 0 n 1 1 90 1.0 1.0 0.5 2.0 76.4 12.0 6.8 SITTING a n ne a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 32.0 0.0 c n nw a c n 0 d 1 1 90 1.0 15.0 0.5 8.0 39.4 40.0 0.0 ti vvnghltsoft Right-Suae Residential- 5.0.64 RSR26016 2002-Feb-28 13:55:43 E:\Files\DR HORTON 2002\2361\2361.rsr Page 2 (2) 25-5- .e LKJ L5JS aotn evc 10.6 1«0 uv. tofordf cavJ tlA! E 115 .D a14 11 R[D1NtaY n , 35 r-4- C"c H� f H• Q4 f ai.8 t.ca 240 Y 10.6 I —A 65 16• t2• 14.14 roq — OK 6• a• Ir. 6. 5_ c � 130.18 rag lf, 14,14 rog dw iS t K 16• ll ill r . to 10+6 1.cd r-4• r-4 CA f 105 f0.6 t.ce 10. 85 d 12.12 ,.cd 70 270 O 12.12 3' both d,cl t0 12• 4 to 001 cop ./ton j 8,4 1 4• ��' O S 45 0 D 18da roq g• ty 25 ,o' a• ,• q10, 12,12 rag 1_. f 4 to k to root cop BE4ROOY M 60 ta. a0 r-4' QG 10.6 1.f:d s. A ,o.s 1.co -4• no so 42X42 A/C SLAB e< BY BLDR MIN /R r-r to 5 2' FROM WALL ® O 4• tr„r d 1 I4YP3 S. ®to roof Cop 36-S. S• �O 3-04.0 TON ,f/10KW 0240V ,pM t8.t6 pl- 12.12 1-d 24X16 RAD 310 yotlam D7 HYING RY_ Dldr fSra"z EtlISY (2) 26-SH 4 r-o• an atcua W sOW" ,.4t. w1r. ,was r>l» 4• both euct to roof Cop ./loo-light SQ.FT. CAM'S 1ST FLOOR 2368 S0. FT. GE GARA427 SO. FT. ENTRY 117 S0. FT. C. PORCN 148 SQ. FL Must hove o minimum clearance of 4 inches around the air handler per the Slott Energy code. All duct has on r.6 insulation value. TOTAL 3060 S0. FT. z O O p � J C) N 1000 Rating z o } w > z _j z 0 : -'a�mra J o Q 0- 10 ENGINEERING PACKAGE BUILDER: PROJECT: / ais MODEUBUILDING: 0 U 5 �2E 6114 REVISION DATE: // //9,i wb NEW LOAD: K'lol 1 P..) 10I I (31�03- f�T(.� 12A01 CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. 11 WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 of 43 David Norris- Engineering Engineering and Drafting Services Resikient . Commercial Plans & F.M. - Inspections - Permitting - Specializing in Church Design 112 Coleman Road, Winter Haven, FL 33880 Phone: (941) 299-1048 Pager. (941) 965-6956 Fax; (941) 291-4305 TO WHOM IT MAY CONCERN: This letter is intended to address the issue of deflection in roof trusses. ks an unavoidable fact of physics, roof trusses are allowed to deflect up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the account of deflection in a specific truss design, the difference in deflection amounts of trusses adjoining different design conditions may pose an aesthetic problem in the ceiling and/or roof plane. One procedure that may minimize the appearance of noticeable deflection difference would be the installation of 1/2" THK. x 16" high &PA CDX (or OSB) strongbacks staggered throughout the area of concern, prior to applying any dead load. The plywood strongbacks should be nailed to each truss with (8) 10d nails stacked throughout the 16" height of the stongback. In lieu of plywood strongbacks, 2 x 8 #2 Southern Pine strongbacks may be used or 2 x 8 #3 S.P. with no knots or imperfections in the bottom surface. The 2 x 8 strongbacks should be nailed to each truss with (3) 16d nails into each truss. Either choice of strongbacks should tie the trusses together and provide a more uniform deflection in the area of transition. The strongback bracing material is in addition to any permanent building bracing specified by building designer and/or truss manufacturer, and will not adversely affect the performance of the roof trusses in any way. If you have Michaelis at 6449. Sincerely, any questions, please feel free to contact Bola Carpenter Contractors of America, Inc. (813) 294- David R. Norris.' P.E. FL.. # 32196 . Q WA 33 Is A B&uyatwaus Goo WRKL BRAT ANCMME UOR:RESTIIXIUr OF TAT TO PRRWWr THIS The b drawing 9 , Below Ooms: how to restrain: the CLa F-AMIEW1 ANC11OR 40104.04 In Uumiftal f4w.g.. 4xw'i:'pXAlWW-?RlJSSES as Oft Rm'mru Tim 'SCISSORS: STWXf vjion; �.tea A ficqnt truapes have a :tit, LATERAL. BRACING1 411falront, a f an&l Ow 44n� jhW b,"*-) The it Brace the -ends qf 00) Writ ;4F 11- ASE 14ET-HOD SHOWN AT os fel"al biracing.19.7- :'whi ch 4 ad to TOP rk do.. The. dii49941 - w tor;- member, m OR ANOTHE brace ., We of web :att#pbA4Va-ondi p"" 'hT8&'TURALLY SOUND 44P.M00 SPECIFTE13 By Al ofmadimp (K lestrainblar ­ROPUSSTONAL ENGINEER con) -tau* liva0l. thAMU, -,'4svi6m du web W" bmd.& 6 tuv is -Axo ww plauc. A, 5 degree Rearial joc inmes OR.XRCIJITECT. , dcvtitiuoia paaliypo90111g.rcal"thaidde VC A MWORAGE, BYBUILUING:1) "anchorage picnawl.;ai 'f-br .oilier typei of willay. f— SIOU111102 conlismiout WAC au%P. The CLB ss,weU I J-113 with 2-16d common um-h. PINK STYLE EXAMPLE ADJACENT 1) 11 IR TIRUSSES TRUSSES MAGOML BRACE lKS?rRhINT Wf'r.lftW"4r.flE UNIT 0A & 3B) (SCISSORS STYLE) k-web-sloping k". at wet) !Ping. real j, brocs N' J Of ti��Zz-*Llw of u6b at move ch." 2 txuee44. 4ape&4Lnqso braos. u 0 C:Z XM C3 C=3 =li, REF —Y*Iqc.m cm C=3 P. DATE 10106194 C= oRw 13711-114 C=l M No. 2M tPIIN Ft,-EN6 WLB- C;3 S T C= C= Cm August 19, 2002 Mr. Jim Nick Carpenter Contractors of America 3900 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 NAILS SPECIFIED IN DESIGN 2" O.C. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SPACING OF 0.128"X3.0" PNEUMATIC NAILS 1.7" O.C. 2.5 3.3 4.2 5.0 5.8 6.7 7.5 8.3 9.2 10.0 10.8 11.7 12.5 13.3 Please note that 2-ply girders need to be nailed from one face only. Note: The nail spacing of 4" O.C. for web bracing to be the same for 16d common nails and for 0.128"x3.0" pneumatic nails. � P 11 ....... Sincerely ftb�: •�t'I�1Cgj�.,, �' ;' • No. 22839 STATE Of: : • Walter P. , P.E. , • 4, v �,����; �ORtDa •G `� Senior Chief Engineer AS2 ALPINE ENGINEERED PRODUCTS, INC. S�ONAL 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 • (800)755-6001 " I 11 R2 THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE AND #3 SO. PINE GRADE. IN ADDITION. A MAXIMUM OF i CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. + DAMAGED (S) =(21-2X4 50. AREA. NINE#3SCABS. 2•MINIMUMELENGTH NGTH FOFRSCAB ACK I6 MUST BE THE GREATER Of: i. 68' + LENGTH OF DAMAGED AREA (B), MINIMUM OF 34'- ON BOTH SIDES OF.THE DAMAGED AREA or 2. 80% OF THE ORIGINAL.WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE RON REFERFTOOMAILMSPACING DETAIL FORN WIRE NAILS ADDITIONAL STAGGERED. ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY 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 NAILS. DOUBLE ROW. STAGGERED) + - BACK FACE 1- 0 a FRONT FACE TTPTCA 2, j 7 t +f- O + O + O + O + O + 3-1/2' O 1 6 O + O + O f O + O NAIL SPACING ❑ETAIL 34' MIN. (e) xll 34' MIN. / (s) R2 Revised CLR 3/22/2001 2X4 #3 SO. PINE WEB ONLY ------------------------ **IMPORT ANT�I "'' �"[" PR Ta. IIC. WARNIN .— REausaE E]fTRiIIE Cue TC LL — PSF CRACKED O O O O O O =l NDT aE PEB�OMSIir-E FM WY M WUa[M9. SECTIIX W — T= � � OEYIATIDN FRDII 7MI3 OESISM W THESE SPECIFICATIONS. OR AMd SRAOIM- 60 MIS -St TIY TPI. SEE TTAS OES110 �= P. � TC OL PSF DATE 09/02 94 o O C= 1= FAnAwe TO gUna THE ISKM IN CO FO W AWM WITH aSTM SY TPI. FW AUDIT]ONAL SPFlak PW*"M tf OWING AE �Y�-T 1F — 0 0 C� C= ALWIM CONIE.TOis APE RAGE OF 2WA aALV, sTaS_ IA I U S ASTH OVIAE9611a. t""S OTIISWIM[ INDICATED. TOP ! ; t* - BC OL PSF DAW HC25094073 C� P _ p O A416 W a ERWPT AS MOVED. APOLY c"EcIORa TO EACH FAM OF t7OR0 SFlALL BE UTBtRLI.Y SRACl31 RI1N PROPER *,•' i BG LL ---- -- PgF- F -'ENG CL T� ALPINE T'*�9 AHo uN�Ess pnE1lWlse LOCATfO OM Tma Msa;$L POSITION LT ATTACTii R.T1000 SIEIMWkt. MTTO/ CAM — 0 o caoeecTWs Pet ORARITIGS Im ISO c 1a0A F. OESI6N STAFDAT<IS WITH oRostxY AITAb� AeiIO CEIL11E — SEE 9 TOT . LD . PSF COFORN N/APPLICASIE PROYISIOi3 OF 1OS a M. W ENSiT$71'S AIPITE TEGNOUCLL. tSOATE h/"J) FOR PROPER o TRUSS o SEAL Wi THIS WAWINS APPLIES TD TW COPu+91T DEPICT® H6E caYTtul AP1ilGnOR..ruTM[ttM ACOPY OF THIS ti... DUR.FAC. — IN OLT. AAO WMALL IOT BE raRD UPON IM ANY OTHER MAY. MIW lO TfE' NON EFEGM4 CfiMMCTM. �OIVA1 24. O„ ..Q "o O l� CZ)� A-_TPI - TOO= PLATE INSTYPRE NO9 - mat NATIOWL OESISM -M cac a1cTIaM - -- - - .SPACING ? PACE 513 (SCAB OH DETAIL - JWC / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MfR. TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE USED FOR THE FOLLOWING: UP TO 140 MPH MAX WIND, 30.0 FT MEAN HGT, ASCE 7-98. ENC. OR PART. ENC BLDG. LOCATED ANYWHERE IN ROOF, CAT II, EXP B OR C. WIND TCDL=5.0 PSF, WIND OCOL-5.0 PSF. * ATTACH ONE SCAB TO FACE Of TRUSS WITH 0.128'X3' GUN NAILS AT 2' O.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 200# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPH DESIGNS, 300/ ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. ++ ALTERNATE LOAOING; 55 PSFQ1.33 OF; 50 PSF@1.25 DF; 37 PSF@1.25 DF 2-0-0 OH MAX I I L I t I I 2L MINIMUM I PLT TYP. Wave TPI-95 Design Criteria: TPI STO 0TY:1 HI 1 - - R - **WARNING** TRUSSES REWIRE EXTREME CARE EN FABRICATION. RAMBLING, SHIPPING, INSTALLING AND - T C L L 30.0 PSF REF R 0 8 1 - - 0 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TROSS PLATE INSTITUTE, SB3 D'ONOFATO Oft.. SUITE 200. MADISON. N7 S3719). FOR SAFETY PRACTICES PRIOR TO ►ERFOANING THESE FUNCTIONS. UNLESS OTNERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P TC D L 7.0 PSF DATE 1 1 / 0 6 / 0 1 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILIM6' •*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED *s�'l,'�. BC DL 10.0 PSF ORW HCUSR081 01310276 ►010DUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITM TPI; OR FABRICATING. HANDLING, SHIPPING IRSTALLIN6 AND BC L L 0.0 PSF H C - E N G / J WC BRACING OF TRUSSES. THIS DESIGN CONFORMS NITM APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ TOT . L D . ++4 7.0 PSF S E Q N - - 24952 CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO , EACH FACE OF TRUSS, AND UNLESS ay HE SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DR ARMS 160 A -I. THE S£AL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING , '�" D UR . FA C . 1.33 Alpine FngincemB Pn1&S,Im. NESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN- THE SUITABILITY AND USE Of THIS A, Timis City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING OfST6NER, PER - --- S P A C I N % 2 4 .O M iQ 5 FLCL:DificaftofADlhoYi2ahDuY567 AMSI/TP[ I-199S SECTION 2. CLB WEB BRACE THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X8(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB lM&BKR UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. 7 7ALPINE 7 Al PME e+c PRODUCTS. MC. POWAW BEACH, FLOWA SUBSTITUTION T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6' O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH , SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. DIO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6' O.C. BRACE IS A MUUMUU 80R OF WEB MEMBER LENGTH T-BRACE OR L-BRACE: SCAB THIS DRAWING REPLACES DRAWING 579.640 TC LL TC DL BC DL BC LL TOT. LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 -ENG MLA/KAR _Ad DUR. FAC. SPACING (CONVENTIONAL FRAMED VALLEY DETAIL ) THIS DETAIL IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED TRUSSES ONLY. + 2X6 SP #2 RIDGE BOARD. +4 2X6 SP #2 RAFTER +++ 2X4 SP #3 CRIPPLE NOTE: FOR CRIPPLES LESS THAN 75' IN LENGTH, NO BRACE REQUIRED. FOR CRIPPLES LESS THAN 96' BUT GREATER THAN 75' IN LENGTH, 2X4 'T' BRACE OR SCAB BRACE REQUIRED. SP #3, FULL LENGTH, FASTEN WITH 16D NAILS @ 4' OC. OR GUN NAILS @ 3. OC. MAXIMUM CRIPPLE LENGTH IS 96' NOTE: 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' CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-16D NAILS OR 3 GUN NAILS. CONNECT 2X6 RAFTER TO RIDGE BOARD WITH 3-16D NAILS OR 4 GUN NAILS. 5 TO 7 + ++ 3-16D NAILS OR 4 GUN NAILS (TYP) 2X4 SP #3 RIDGE 3-160 NAILS BOARD CRIPPLE@ +++ 3'0' OC. MAX (TYP) *** 3-16D TOENAILS OR 4 GUN NAILS TRUSSES BELOW @ 24. OC. 2-160 TOENAILS OR 3 GUN NAILS (TYP) W-7-12(5.5'@45) MAX CRIPPLE (NO CRIPPLE REQUIRED FOR SPACING SPANS LESS THAN 6'0') R1 6-0-0 DETAIL FOR SPANS GREATER THAN 20'0' (MONO VALLEYS MAY BE BUILT USING THIS DESIGN) R1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR NOTE: EDGE DISTANCES, END DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS MUST BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) NOTE: USE 0.128'X3' GUN NAILS WHERE SPECIFIED. *** 4X2 BLOCK REQUIRED IF -RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A TRUSS BELOW. CONNECT TO DECKING WITH 8D OR GUN NAILS @ 2' OC. ** HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT TO MATCH TOP CHORD PITCH * BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0' OC. TRUSS AND OIAP14RAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-160 OR 5 GUN NAILS. 130 MPH WINO, 15.0 FT MEAN HGT, ASCE 7-98, ENC. IN ROOF, CAT 11. EXP. 8 or C. WIND TOOL-5.0 PSF 1 CONNECT EACH END OF TOP CHORD TO 2X6 RIDGE RAFTER WITH 4-16D TOE -NAILS. CONNECT EACH END OF RIDGE RAFTER I TO VALLEY TRUSS/GIRDER TRUSS OR ROOF PLANE WITH 4-160 TOENAILS I I I ** I 1 5TO7 ** 1/2 HEIGHT I dF VALLEY / BLDG. LOCATED ANYWHERE WIND BCDL-5.0 PSF. 2X6 SP #2N, TYP I (A) 2X6 SP #2N, SCABBED I 1 I *-J W-7-12(5.5-@45) * 1 TOENAIL CONNECTION AT (A) W-7'12(5.5'@a5) SPAN # OF NAILS UP TO 20' 7-16D COMMON UP TO 16' 5-16D COMMON OR 6 GUN NAILS UP TO 12' 4-16D COMMON OR 5 GUN NAILS I I 1 DETAIL FOR SPANS UP Td 20'O' R1 REV 5-29-2002 JWC PLT TYP. Wave TPI-95 ALPINE 7CONNECTORS Alpine EnQQinemed Products, Inc. tTe1Oft City, FL Desi , n Criteria: TPI STD **WARMING** TRUSSES REOUIRE EXTREME CARE IN FABRICAT[NNHANDLING. SHIFF99b, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFp iO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. *`IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, 1MC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION 114. TNIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM£RICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING'+--�" RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS INC RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1-1995 SECTION 2. i QTY:1 P ��*'11.... F't 6` 'TEOF Ri Er �JAT T C L L 16.0 P S F T C D L 15,0 P S F 8C DL 0.0 PSF B C L L 0.0 P S F TOT.LD. 31.0 PSF REF R 0 8 1-- 0 DATE 1 0 6 DRW HCUSR081 01310037 H C - E N G JWC SEON - 24891 OUR. F A C . 1.2 5 SPACING 2 4 . 0 " WA t (PIGGYBACK - JWC / plggyback ) 2X4.2X6.2X8.2X10 OR 2X12. #2 OR #2 PT. SPF. HEN -FIR. OR SP AS NEEDED. ATTACH SCAR TO ONE FACE OF TRUSS WITH 160 COMMON NAILS OR 0.128'X3' GUN NAILS @ 4' OC. THROUGHOUT TOP CHORD ..I- OR ---- TOENAIL BLOCK TO TC WITH WITH ,(2) 160 COMMON NAILS OR 0.128'X3' GUN NAILS 8 24' OC.THROU6HOUT TOP CHORD. + CONTINUOUS LATERAL BRACING 8 24' OC. OR AS SPECIFIED ON ALPINE DRAWING. ATTACH TO EACH SUPPORTING TRUSS WITH (2) 80 NAILS FOR 114 OR (2) 160 NAILS FOR 2X4. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS T6 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. + CLR LUMBER: ZX4 OR ZX6 #2 OR 12 PT. SPF. HEM -FIR. OR SP 24` MAX. SCAB DETAIL 240 MIN. - 11 1/4- MAX. TC BLOCK DETAIL -95 ALPINE Alow Enowered "ft. I=. BliDis City, FL 339U FL Cati6aate ofAudmuizaowD it 567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ** PIGGYBACK AS PER DRAWING HCUSRO81 013I0190. 01312407 OR 01312408. ATTACH TO TOP CHORD OF SUPPORTING TRUSS AS SPECIFIED ON ALPINE DRAWING. OR WITH 160 GUN NAILS (0.131'X3') AT: 8' OC. FOR ASCE 7-96. 130 MPH. ENC. BLDG. EXP B & C. CAT I1. 30' MH 6' OC. FOR ASCE 7-98. 140 MPH. PART. EU . BLDG. EXP B. CAT II. 30' MH 6* OC. FOR ASCE 7-98. 140 MPH. INC. BLDG. EXP C. CAT 11. 30' MH 4' OC. FOR ASCE 7-98. 140 MPH, PART. ENC. BLDGI EXP C. CAT I1. 30' MH Design Criteria: TPI(S BAACIN;� REFER TO HIO-91 (MANDLIHG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I2STITNTE. SOS O'GWSTO OR.. SMITE 260. NADI$"- U1 $3119). FOR SAFETY PRACTICIS 01101 TO ►EtFORH[K THESE FRACTIONS. U9LESS OT82RWTSE INDICATED. TOP CNOAO SHALL HAVE PAOFERLY ATTACHED STANCTOAAL PANELS. BOTTOM CUORO SMALL HAVE A 1ROPEALY ATTACHED 41610 CEILING. '*IMPORTANT** FINNISH A COPY OF THIS KS16S TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS IESIGA: ANY FAILURE TD BUILD TOE TRUSSES IN CONFORMANCE VETO IF[*. ON FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS MITI APPLICABLE PAOVESIGIS Of 205 (NATIONAL DESIGN SPECIFICATION PUBLISHED IT THE AMERICAN FOREST AND, PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 6940 6ALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTNE2VESE LOCATED DN THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL 01 THIS BRAVING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SDOB2. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 TOE 2ESFOSSISILITY Of THE BBILD126 OE5l6NEA. PER ANSI/TPI 1-1995 SECTION 2. PIGGYBACK TRUSS SUPPORTING \ ,TRUSS ALTERNATE LOADING: TCLL 20 30 PSF TCOL 20 OR 15 PSF BCDL 10 10 PSF TOTL 50 55 PSF 1.25 1.33 :1 HI111-1-1-1- L- TC LL 30.0 PSF TC DL 7.0 PSF 8C OL 10.0 PSF BC LL 0.0 PSF TOT.LO. 47.0 PSF DUR.FAC. 1.33 SPACING 24.V REF RO81--0 DATE 11/06/01 D R W HCUSR081 01310243 HC-ENG /WMR SEQN - 24944 JACK TOP CHORD 2x4 SP 12 N BOT CHORD 2x4 SP #2 N NOTE: LUMBER TO BE SP 13 FOR 1'0- THROUGH 3'0" JACKS. ** (3)160 COMMON OR (3)O.128'x3' GUN NAILS,TOENAILED. * (2)160 COMMON OR (2)0.128'x3' GUN NAILS,TOENAILED. *** BOTTOM CHORD MAY HAVE PITCH AS SHOWN. MAINTAIN A PITCH DIFFERENCE OF 2 BETWEEN TOP AND BOTTOM CHORD. I.E. 8/12 TOP CHORD, 6/12 BOTTOM CHORD. R2 ** * J 6/12 R2 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR ASCE 7-98. 30.00 FT MEAN HGT, LOCATED ANYWHERE IN ROOF, CAT 11. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.(SEE TABLE) JACKS UP TO AND INCLUDING 4'0' MAY BE,CANTILVERED 8`. MAX MAX BLDG LOADING REACTIONS• SPAN MPH EXP R1/U1 810' 120 2 a,b 594/280 810' 115 3 a,b 594/330 rev. 7'6' 130 1.3 b,c 632/550 7'0- 140 1.3 b,c 607/640 I -CLOSED BUILDING, EXP C 2-CLOSED BUILDING, EXP B 3-PARTIALLY ENCLOSED BUILDING, EXP 8 TCLL/TCOL/BCDL/TOT/DF a-20/15/10/45/1.25 b-20/20/10/50/1.25 c-30/15/10/55/1.33 1F2-0-0 TRUSS SPAN 'I (SEE TABLE) R-RI U-U1 W-3.5- (SEE TABLE) PLT TYP. Wave TPI-95 Design Criteria: TPI(STD)_ BRACiN67 REFER TO WIt-fl --(NANOI IIffi. INSTALLING AND PACING). PUBLISHED DY TPI (TRUSS PLATE INSTITUTE. 5f3 O'ONOFNIO OR.. SUITE M. HANISM, ifl S37I9). FOR SAFETY PRACTICES PRIM TO PERFORM NG TIN:SE FUNCTIONS. UNLESS OTNERVISE INOICATED. TOP CNMD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, GOiTOM CHORD SMALL RAVE A ►90PERLI ATTACHED RIGID CEILING. 'IMPONTANT•* FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PNOOUCTS. INC. SMALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD IRE TRUSSES IN CONFORMANCE RIM TPI; 00 FABRICATING. HANDLING, SHIPPING. INSTALLING AND ALPINE ONACIM6 Of TRUSSES. THIS DESIGN CONFOR HIM APPLICABLE PROVISIONS Of NOS (RATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN fOREST AND PAPER ASSOCIATION) AND T►I. ALPINE CONNECTORS ARE MADE Of 20" ASTM AGS3 SR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTONS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL 01 THIS 024MINS INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI I.19% SECTION 1. p-9 7a 1G P35 bn 034 C�3 C�a 19.5?.a O'I"Y:1 ?R I/AI TC LL PSF SEE TC DL ABOVE PSF SC DL.TABLE PSF BC LL PSF TOT.LD. PSF DUR.FAC. SPACING 24" O.C. (�D rev. 3-21-2002 JWC R2 REV 4-2-02 JWC Scale-.375"/Ft. REF RO81--0 DATE 12/03/01 DR W HCUSR081 01339110 HC-ENG /JWC SEON - IOS79 FROM FIDC WA24 11-n• IQ N11) IArYI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N IBOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. I* PROVIDE ( 3 ) 16d COMMON NAILS, TOENAILED. !HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. ASCE 7-98, 30.00 FT MEAN HGT, LOCATED ANYWHERE IN ROOF, CAT II, WINO TCOL-5.0 PSF, WIND BCOL-5.0 PSF.(SEE TABLE) MAX BLDG UPLIFT MPH EXP U1 130 1 457 130 2 493 140 1 555 140 2 592 1—CLOSED BUILDING, EXP C 2=PARTIALLY ENCLOSED BUILDING, EXP B * Rmax-393#@1.33, 369#@1.25 Umax=472# * Rmax-393#@1.33, 369#@1.25 Umax=472# ALTERNATE LOADING: TCLL 20.0 PSF TCDL 20.0 PSF 9-10-1 Over 3 Supports BCDL 10.0 PSF BOLL 0.0 PSF R-746 U—U1 W=4.94". -------------- TOTAL 50.0 PSF (SEE TABLE ABOVE) OUR.FAC. 1.25 & PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c 0TY:0 HI 1 - - R - Scale—.3125" Ft. -WARN ING`• TRUSSES REOVIRE EXTREME CARE 11 FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 30 0 PSF REF R 0 8 1 - - 0 BRACING. REFER TO 016-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE . DATE 12112101 INSTITUTE. 683 D'ONOFAIO DR.. SUITE 200. MADISON. WI 5311R). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1BOICATEO, TOP CHORD SMALL NAPE PROPERLY ATTACHED S IP �i � T C D L 15.0 PSF STRUCTURAL PANELS, BOTTOM CHORD SMALL NAPE A PROVENLY ATTACHED RIGID CEILING. "[NPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .yPf j1F 1"y��� �ijr �'+ F1 BC DL 10.0 PSF ORW NCUSR081 01346151 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .k: NO.fl� :'�' HC-ENG JWC / BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 11 BC LL 0.0 PSF ALPINE BRACING OF TRUSSES. THIS OESI6M CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN -w S E Q N - 26402 SPECIFICATION PUBLISHED BY THE AHERICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS Y• A/[[f!!ff}j.��(II,(/'J 1 r TOT L 0 55.0 P S F ARE MADE OF 20GA AST" A6S3 GR40 GALN. STEEL. EICEPT AS NOTED. APPLY CORRECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER . . D U R . F A C . 1.33 AJpt[IC U OnpeC,E'Cd Products, Inc. DRAWINGS l60 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPORSI8l1LITY SOLELY fat THE TRUSS USE OF �/ 1L . Hainis City, FL COMPONENT DESIGN SHOWN. THE SUITABILITY AND THIS 33944 FLCertificateofAWbaTimUu10567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILOIAG DESIGNER, PER-- ANSI/TPI 1-1995 SECTION Z. From-OANSCO ENGINEERING 813-645-9698 T-476 P 02/04 F-941 may-30-02 12122Pm ew � J j ,' � l WIS. a O ■■■■N■■■■ ■!!■■■■ ■■IFA ■■■■■■ ■■ � 1� ■� o■ ■u�■■■■ew■1I ter■��■■�� ® --I NMILi �■�1iir■■INS �i■■ ■■It ■■■■■■■■ ■ ■ ■■ ON ■■ ■ �' ► , . ,� . r PON ■■■ !J174" r P.O. Box 3400 Apollo Beach, Florida 33b 14 (013) 1 TjTj I %a^ \ W , -1 — - ---- April 23, 2002 Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880 Re: Clarification for Alpine's Valley Kit Details; HCUSR081 01310037, 0021 and 0020. The valley kit engineering details as referenced above are engineered designs and not prescriptive methods to apply conventional framing. It may be construed that the 2x6 ridge board as specified on our details is not in accordance with chapter 23 of the Building Code, which states the ridge board depth be not less than the cut end of the rafters. This perception would be correct providing the framing application was the same between what the Code states and what our Valley kit details depict. For example, we specify: • Rafter supports (cripples) every three to six feet along the rafter length, which significantly reduces the load, imposed upon the ridge board. • Ridge board cripples on three-foot centers. • All the required connections for rafters to cripples, rafters to ridge board' cripples to the structural sub -frame below, etc. • Governing height and length restrictions for each framing application. • All collar beams, where specified, are 2x6 minimum applied to every rafter set and not 1 x6 applied to every third pair of rafters (as stated in the Code). Additionally, Alpine's valley kit details overall have restrictive applications and can only be used over a support system of pre-engineered Alpine design trusses. Briefly, our engineered details are not intended to be used in lieu of the design considerations of the Building Code, rather, where applicable, as an alternate design that wholly meets the requirements of the code. If I can be of further assistance o, it mu have any questions please call me. �. R P. ,0 Sincerely, 40� SIFlG� 41 GO Aid No. 22839 s W r P. inn P.E. i STATE OF10 Senior Chief Engineer % Cae;'••A0R1DA.••' 'S/0 t 111111100 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 January 23, 2002 Re: Alpine's Valley Kit Details; HCUSR081 01310037, 0021 and 0020. The valley kit engineering details as referenced above are engineered designs and not prescriptive methods to apply conventional framing. It may be construed that our details are not in accordance with chapter 23 of both the 1997 Standard Building Code (SBC) and the 2001 Florida Building Code (FBC). Each Code states, for example, that the ridge board depth be not less than the cut end of the rafters. I understand that this specific issue about the ridge board depth is causing concern with the building inspectors resulting in the issuance of red tags. This nonconformance would be correct if the overall conventional framing application was the same between the prescriptive method in the Code and what our valley kit details depict. The engineered valley kit details tend to be more conservative. For example, we specify: • Rafter supports (cripples) every three to six feet along the rafter length, which significantly reduces the load, imposed upon the ridge board. • Ridge board cripples on three-foot centers. • All the required connections for rafters to cripples, rafters to ridge board cripples to the structural sub -frame below, etc. • Governing height and length restrictions for each framing application. • All collar beams, where specified, are 2x6 minimum applied to every rafter set and not Ix6 applied to every third pair of rafters (as stated in the Code). Additionally, Alpine's valley kit details overall have restrictive applications and can only be used over a support system of pre-engineered Alpine design trusses. Briefly, our engineered details for a system of conventional framing meet the requirements in Chapter 23 of the 1997 SBC and 2001 FBC. Sincerely e .I Walter P. Finn P.E. Senior Chief Engineer e-elAR23 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 - (800)755-6001 (50624.013 2361A - AB jTop chord 2x4 SP #1 Dense J3 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :144, W5, W6, W7, W8 2x4 SP #2 N: (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. `Deflection meets L/240 live and L/180 total load. Creep increase factor Ifor dead load is 1.00. 6X6= 6X6=- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 14.68 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP 8, wind TC OL-5.0 psf, wind BC DL-5.0 psf,. (A) 1X4 13 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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING' note below. T3 3X4 � 3X4* 6 W (A W 6 6X6 ,- 6X6 0 A) (A W6 W8 9-4-0 3X4= r yl;m 2X4 N 6X6= 3X4= 5X8= — 4X6(A2) = 4X6 (A2) 1-0-0 1-0-0 4W I 21 0 0 I 8-0-0 I 21-0-0 _I ,1 50-0-0 Over 2 Supports R-1904 U-565 W-8' R-1904 U-565 W-8' Wave TPI- ALPINE Alpioc 11aEines�C ry dFL 3> Inc. FL c ifioRte of A18ho&auon # 567 Crit: TPI(STD 6.13 BAAC [WG REFER TO XIB9T (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 O'ONOFRIO DR.. SUITE 200. MADISON. NE 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAPE A IAOPE0.lY ATTACHED RIGID CEILING. -IMPORTANT-- FURNISH A COPY OF TMIS DESIGN TO THE INSTALLATION CONTRACTOR.' ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD INC TRUSSES IN CONFORMANCE WITH TPI: ON FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 HALT_ STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING 0 516NER. PE0. ANSI/TPI 1-1995 SECTION 2. :4 HI/-/1 TC LL TC DL BC DL BC LL TOT.LD. DUL FAC. SPACING Rub 1t7-1- 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 24.0" Scale—.125"/Ft. REF R081--88937 DATE 01/06/03 D R W HCUSR081 03006267 HC-ENG JWC/WPF SEON 34824 FROM MGK JREF 1RZ7081_ZIO t5UbZ4-U13 ZJb1A - A/ Tu,c nuc DOCDADrn cants rnmPuTFB INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N Webs 2x4 SP #2 N :WI, W2, W3, W11, W12, W13 2x4 SP #3: (A) 1X4 #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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See `WARNING' note below. 6X6= 2X4 01 6X6= 120 mph wind, 14.18 ft mean hgt. ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT 11, EXP 8, wind TC DL-5.0 psi, 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 6X60 6X64Q Kr- 63X4a3X40A)(A) (A W 1 W12 9-4-0 3X8— tivr= 3X4= 2X4 IN 2X4 IN 3X4 = 61,6 — 06 (A2) = 4X6 (A2) _ Ar7 T_ 1-0-0 1-0-0 19 0 0 I 12-0-0 i 19-0-0 J 50-0-0 Over 2 Supports ,1 R-1904 U-567 W-8" R-1904 U-567 W-8' 1� PLT TYP. Wave TPI-95 Desi n Crit: TPI STD 6.13 QTY:2 HI 1 E - - Scale —.125" Ft. ••WARNING• TRUSSES Rf0U1RE E%TREME CARE IN FA88ICAT/OM, NANOLTYB. SNIPPING. INSTALLING AND TC L L 20.0 P S F R E F R 08 1-- 88 9 3 8 BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN $T II CIE. $83 D`ONOFRIO DR.. SUITE 200. MAOISON. NT 63119). FOR SAFETY PRACTICES PRIOR TO PERFORMING INESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC D L 7.0 PSF DATE 0 1 / 06 / 0 STROCI GOAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. -ALPINE ENGINEERED OC DL 10.0 PSF DRW MCUSRO81 03006268 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUi LO IYE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRND. BC OF NOS (NATIONAL DESIGN B C L L 0.0 PSF H C- E N G J WC / W P ALPINE B CONNECTOR SI SPECIFICATION EPUBLISHED 20GATHE ASIR AMERICAN FOREST AN PAPER GALY. STEEL. EXCEPT NOTED. T APPLYALPINE CONNECTORS TO ' 70T . L 0 . 37.0 PSF S E Q N - 34823 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER — DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR . F AC . 1.25 FROM MGK Alpim Hain 4 City,FlP 3844� � COMPONERT RESPONSIBILITY ANYSOLELY PARTICULAR THE BUILDINGCOMPONENT RESPONSIBILITY OF THE BUILDN. THE INGTY A110 USE OF DESIGNER. PER THIS M Gatti SPACING 24.0 JREF — 1RZ7081_Z10 FLCatificRTeof>dWnZGfiMitSo ANSI/TPI 1.1996 SECTION 2. -- 9EnA9A-nl'T 91AIA - AA) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP 2400f-2.OE J 3 2x4 SP #1 Dense: I Bot chord 2x4 SP #2 N ii Webs 2x4 SP #2 N :W1, W9 2x4 SP #3: (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;L length of web member. Attach with 0.128x3` gun nails @ 6" OC. )eflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 06 (A2) = 120 mph wind, 13.68 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) 1X4 #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 bath ends to a suitable support by erection contractor. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING' note below. 6X6 = I 2X4 M 6X6 = ZX4 M DAU= ^�- 4X6 (AZ) _ 1 1.0.0 -0-0 1 17 0 0 I 16-0-0 I 17-0-0 _1 I 50-0-0 Over 2 Supports _I R-1904 U-569 W-8' R—I904 U-569 Ws8' T TYP. Wave TPI- ALPINE Alpine Englneerod ProdaotN. Inc. Haitm City, FL 33844 FL C [bficete of Audwn2ahon # 567 sign Crit: TP 6.13 2ACIm . BA AC IN6. REFER TO NIB-9i (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 O'ONOFR 0 OR .. SUE TE 200. .41"'1. V1 53719). FOR SAFETY PRACTICES PRIOR TO ►ERFORN[N6 THESE FBNCTIOM S. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL NAPE PROPERLY ATTACHED STRUCTURAL PAN EIS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED A16ID CEILING. -IMPORTANT'' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRAC INS Of TRUSSES. THIS DEST61 CONE ORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. 490 UNLESS OTHERWISE LOCATEO ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A.I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ERGINEER106 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES160 SHOWN. THE SUITABILITY AND USE OF IRIS COMPONENT FOR ANY PARTICULAR BUItOI16 IS TOE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSIJTPI 1-1996 SECTION 2. Y n11-71. TC LL TC DL BC DL BC LL TOT.LO. OUR. FAC SPACING 9-4-0 07 E - - Scale —AZFt. 20.0 PSF REF RO81--88939 7.0 PSF DATE 01/06/03 10.0 PSF DRW HCUSR081 03006269 0.0 PSF HC-ENG JWC/WPF 37.0 PSF SEQN - 34822 1.25 FROM MGK 24.0" JREF - 1RZ7081_ZIO IC f)4.9A-n I'1 911;1A - AE, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N 1 Webs 2x4 SP #3 :W4, W6, W8 2x4 SP #2 N: (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, Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X6 (A2) = 120 mph wind, 13.18 ft mean hgt, ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT it, EXP 8, wind TC DL-5.0 psf, wind BC DL-5.0 psf: (A) IX4 #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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24' OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING' note below. 6X6 6X6= 2X4 I 6X6= LX4 m OAo= EAU= ­— 4X6 (A2) _ 9-4-0 A'5 1-0-0 1-0-0 I 15 0 0 I 20-0-0 I 15 0-0 ,l 50-0-0 Over 2 Supports I R-1904 U-572 W-8' R-1904 U-572 W-8' V PLT TYP. Wave TPI-95 Desi n Crit: TPI STD 6.13 QTY:2 III - 1 E - Scale —.125" Ft. "NARNENG•- TRUSSES REOtlIRE EYIREME CARE IN FANRICATION. HANDLING. SNIPPING, INSTALLING. AND TC L L 20.0 PSF R E F R 08 1 - - 88 9 4 0 BRACING. REFER TO HIO-91 (HANDLING INSTALLING ANB BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 1 / 0 6 / 0 3 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.BC DL 10.0 PSF DRW HCUSRO81 03006210 "`IMPORTANT** FWRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IPC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO IFC/G7$T" BHILO TOE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND lim- ?jNJg BC L L 0.0 PSF H C - E N G JW C / WP F A L PINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN Yti ((nJ1aJ/� - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ASO TPI. ALPINE i T 0 T. L 0. 37.0 PSF S E 0 N 34821 CONNECTORS ARE MADE OF ZOGA AST" A653 GR40 GATT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS to EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOR5 PER $ DRAWINGS 160 A-Z. THE SEAL ON THIS SHAMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F AC . 1. 5 FROM MG K Alpine FA&ccrcd Products,IT(C. RESPONSIBILITY SOLELY FDA THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 8 e33R thins City, FL 33844 COMPONE41 FOR ANY PARTICULAR BOILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER At- S P AC I N G 24. ON J R E F 1 R Z 7 08 1_Z 1 0 FLCatificateofAU0,,=EjM#567 ANSI/TPI 1-1995 SECTION 2. - T,nf,74-n11 9191A - A4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. ' Top chord 2x4 SP #2 N :T2, T3 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W6, W8 2x4 SP #2 N: (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. Deflection meets L/240 live and L/180 total load. Creep increase factor i for dead load is 1.00. 5X5(A2) _ 120 mph wind, 12.68 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B. wind TC DL=5.0 psf, wind BC DL65.0 pST'. (A) 1X4 #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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X8= 2X4 d 6X6= 5X8= 3X4/ : W T2 T3 3X4 a 6r (A -,6 W6 W8 -4-0 3X8= 6X6 AYA 2X4 III 2X4 16 6X6 = — — 5X5(A2) = A4 1-0-0 1.0-0 w 1 13 0 0 I 24-0-0 I 13-0-0 de 50-0-0 Over 2 Supports J I R=1904 0-574 Ws8' R-1904 U=574 W-8" a PLT TYP. Wave TPI-95 TPS6.13 _QTY:2 HI 1 E - - Scale -.125" Ft. *MARRING** N,SS1 RODEi nMri IN FABRICATION, HANDLING. SNIPPING, I15TALLIN5 ANO —r— TC L L 20.0 P SF R E F R 08 1 - - 88 9 4 1 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHEO BY ITT (TRUSS PLATE 1.STITUTE, 5B3 0`ONOFRIO OR.. SUITE 200, NAOISON. N1 S3719). FOR SAFETY PRACTICES PRIOR TO ►ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED �¢ T C D L 7 .0 P SF DATE 0 1 / 06 / 03 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. w" BC DL 10.0 PSF DRW HCUSR081 03006211 *"IMPORTANT*`' FURNISH A COPY OF TNT OE GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROUD IS INC. SHALL NOT BE RESPONSIBLE FOR ANY DE Y IATION FROM THIS DESIGN: ANY FAILURE TO . j1F BUIL6 THE iRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND `�woo, zift.. g L L 0.0 P S F H C - E NG J WC / W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Tk SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D . 37.0 P S F SE Q N - 34820 EACH FACE OF IN USS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CO EC TORS PER DRAYINGS 160 AT THE SEAL ON IHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING bil OUR. F A C . 1.25 FROM MGK Alpine EIIgR1eWEd Products, Inc. RESPONSTB IL ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE OF THIS L48t*-�.I Hau1Gs �,ty, [g 33gg4 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PE0. A� SPACING 2 4 . D " JR E F 1 R Z 7 08 1_Z I 0 FLCatifC2teofAnoWli78lion#567 ANSI/TPI 1-1995 SECTION 2. - (60624-013 2361A - A3 Top Chord 2x4 SP #2 N Bot Chord 2x4 SP #2 N Webs 2x4 SP #3 :W10, W12 2x4 SP #2 N: I(A) or scab bracing may be used in lieu of CLB bracing, substitute (1) scab for (I) 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. I Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. liITRUSS MAY NOT BE INSTALLED END FOR END. 6X6= 3X8= 6X6= THIS OVG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 12.18 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. (A) 1X4 #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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24- OC, BC @ 24- OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING' note below. 6X6= FAA I \"/FFA, Vr1 2X4111 6X6= 2X4 W 6X6= 3X6 (Al) «4 m 3X6 (Al) +9-4-0 A3 l°°-13 1-00-,0 - 0- 0 31E 9 10 0--� { 11 0 0 1 28-0-0 I 11 0 0 J 50-0-0 Over 4 Supports J i R-400 U-180 W-8' R-746 U-200 W-8' R-1747 0-519 W-8' R-915 U-294 W-8" Note: All Plates Are W3X4 Except As Shown. 6.13 QTY:1 HI - 1 - E - - Scale —.125" Ft. PLT TYP. Wave TPI-95 Desi n Crit: TPI STD *'YARNINs■' TRUSSES REOVIRE EETREM£ CARE IN FABRICATION, HANDLING, SNIPPIN&, INSTALLING AND T C L L 2 0 - 0 PSF REF R 08 1 - - 88 9 4 2 ' BRACING. REFER 10 1#I8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TAOSS PLATE INSTITUTE. $83 D'ONOFRIO DR.. SUITE 200, MADISON. 91 53119). FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 0 1 / 06 / 03 ":FORMING THESE FUNCTIONS. UNLESS OTHERWISE IND [CAYED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CUOMO SMALL NAPE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.- AI PI NE ENGINEERED TO •tiG K'I}• BC DL 10.0 PSF DRW HCUSR081 03006272 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND Y N 0- 0 P S F H C- E N G JWC / W P F BUILD iWE TRUSSES IN CONFORMANCE YTTN TPI: BRACING of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN #+ i BC L L ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE AS NOTED APPLY CONNECTORS TO ((((aa TOT. L D . 3 7 . 0 PSF S E O N - 3 4 8 1 9 CON MECT0115 ARE NAOE of 20GA ASiM A653 saw GALY. STEEL. EXCEPT . EACH FACE OF 10.055, ANO ONEESS OTNENY ►SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER OF PROFESSIONAL ENGINEERING D UR F AC 1.2 5 FROM MGK {�� Alpine Eugtlloaod Prod -As, UNG. DRAWINGS 160 A 1. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE RE SPONS[B ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AGO USE OF THIS . . haulm City, FL 33844 COMPONENT FOR ANY PARTICULAR BWIL0I16 IS THE RESPON5181LIIT OF THE BUILDING DESIBNER. PER S P A C I NG 24. ON JR E F - 1 R Z 7 08 1 _Z 1 0 FL Caaficate ofAudwrizatm it 567 ANSI/TPI 1-1995 SECTION 2. --- (50624-013 2361A - Top chord 2x4 SP #2 N :T2, T3 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W6, W8, W10 2x4 SP #2 N: In lieu.of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24' OC. 11 WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING' note below. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 12.18 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 5X8= 3X4= 6X6= 3X4= 5X8= iDOI 2X4 m 3X4m 6X6= 5X5(A2) 3X8 6X6= 3X4= Lx4 M 5X5 (A2) = +9-4-0 t 0 1-0-0 wo 11 0 0 I 28-0-0 Y. 50-0-0 Over 2 Supports R-1904 U-577 W-8" R-1904 U-577 W-8` Desi Crit: TPI STD 6.13 QTY:1 HI - 1 )LT TYP. Wave TPI-95 n **YARNING'• TRUSSES REQUIRE EYTRENE CARE iN FABRICATION, HANflL[N6. SHIPPING. INSTALLING Alto T C L L - BR AC IM6. REFER TO YIB91 (NANOLIYG INSTALLING AND BRACING). PUBLISHED BY iPI (TRUSS PLATE f NST i TUIE. $63 O'ONOFRIO DR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO T C D L PERFORMING THESE FOMCT TOYS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL ►ANEL S. BOTTOM CHORD SNAII NAPE A PROPERLY ATTACHED R[TIID CEILING. ..IMPORTANT-- PURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO __ .. ' B C D L BUILD THE TRUSSES IN CONFORMANCE YITH TPI: OR FABRICATIRG. HANDLING. SNIPPING. INSTALLING AND ALPINE BRACING Df TRUSSES. THIS DESIGN CONFORMS YIIN AP/LICABIE PROVISIONS Of NOS (NATIONAL DESIGN *t BC L L SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS TO T O T L D CONNECTORS ARE MADE OF 20GA ASTH A663 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY EACH FACE OF TRUSS. AND UNLESS OT9ERWTSE LOCATED ON THIS DESIGN. POSITION CORRECTORS PER YYY (�(J� . . CRAVINGS 160 A-1. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Eltcd ProdoctN 1tLC. RESPONSIBILITY 50LELY FOR THE TRUSS COMPONENT OESIGN SHOWN, THE SUITABILITY AND USE OF IRIS Haines City, FL 33844 COMPONERT folk ANY PARTICULAR B91 01 6 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Audlorization k 567 ANSI / TP1 1.1995 SECTION 2. �Nia� -- D UR . F AC . S P AC I N G _/E/-/- 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 24.0" NO Scale REF R081--88943 DATE 01/06/03 D R W HCUSRO81 03006294 HC-ENG JWC/WPF SEQN - 34829 FROM MGK JREF - 1RZ7081_ZIO (50624-013 2361A - A2 Top chord 2x4 SP #2 N :T4 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W7, W9 2x4 SP #2 N: (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 0.1280" gun nails @ 6" OC. 'IDeflection meets L/240 live and L/180 total load. Creep increase factor for dead Toad is 1.00. TRUSS MAY NOT BE INSTALLED END FOR END. 3X6 (Al) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 11.68 ft mean hgt, ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT It, EXP B, wind TC DL-5.0 psf, wind BC DL-5-0 pst. (A) IX4 #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. In lieu of structural panels or rigid ceiling use purlins: to brace TC m 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING' note below. 6X6= 3X8= 6X6= 2X4 M 6X6m 6r �W9 �6 W T 9-4-0 ryA= 2X4 M 2X4 N 2X41n 6X6 = 3X4 3X6 (Al) 1-0-0 1-0-0 -,--13 - 0 0 �E 10 -1-10— I 9-0-0 I 32 0-0 _I 50-0-0 Over 4 Supports R-496 U-198 W-8' R-637 U-180 W-8" R-1739 U-515 W-11.313- R-936 U-307 W-8' Wave TP1- ALPINE 4 Alpine FaLgineeaed Products, Inc. Haitles City, FL 33844 FL Catifiwte of Aulixazation. # 567 ion Crit: TPI(S 6.13 -RA INS 0.EFER TO NIB-93 (NANOt iNG IYSTAlL IM6 AYO 60.ACIN6). PUBLISHED BY IPI (TRUSS PLATE I NSTI70TE. 163 D'ONOF410 DR.. SUITE 200. HADISO,. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORNING THESE FUNCTIONS. UNLESS OTHERWISE IND ICA TEO. TOP CHORD SHALL MAY PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CELL ING. -IMPORTANT_ FURNISH A COPY OF TMI5 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOOCTS. INC. SMALL 601 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TROSSES IN CONFORMANCE WITH 7PI; OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND BRAC I0 6 OF TRtlSSE S. /HIS OESI6N CONFORMS NI TN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 G440 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTNERWI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRANIN6S 160 A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CONFOREAT FOR ANY PARIICULAA BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/T►1 1-1995 SECTION 2. TY:1 _Hi - LILL TC LL TC DL BC OL BC LL TOT.LD. OUR.FAC. SPACING - E - - Scale-.125"/Ft• 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R081--88944 DATE 01/06/03 DRW HCUSRO81 03006273 HC-ENG JWC/WPF SEQN - 34818 1.25 FROM MGK 24.04 JREF - IRZ7081_ZIO 1Sn694-n13 2361A - A9A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR, li Top chord 2x4 SP #I Dense :TI, T5 2x4 SP #2 N: Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 Calculat.ed horizontal deflection is 0.14" due to live load and 0.12" due to dead load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 120 mph wind, 11.68 ft mean hgt, ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT 11, EXP B, wind TC OL-5.0 psf, wind BC DL-5.0 psf: In lieu of structural panels or rigid ceiling use puriins: to brace TC @ 24" OC, BC @ 24" OC. ' WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING" note below. 5X8m 3X4= 6X6= 3X4= 6X6= 5X8= 2X40 3X4= 6X6= Ilk = HS412= 4X4= 6X6= 5X5(A2) 5X5(A2) = 9-4-0 M 1 1-0-0 -0-0 1W I 9-0-0 I 32-0-0 50-0-0 Over 2 Supports _I R-1904 U-579 W-8" R-1904 U-579 W-8' PLT TYP. High Stren th Wave TPI 95 Oesi n Crit: TPI STD 6.13 QTY:1 HI - 1 E - Scale -.125" Ft. *NARNIN6** IR95SE5 REQUIRE EXTREME CARE EN FABRICATION. WANOLIN6. SHIPPING. INSTALL[N6 ANO �TC L L 20.0 P SF R E F R 08 1-- 8 8 9 4 5 BRAC IN6. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 683 D'ONOFRIO OR-. SUITE 200. MADISON. WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL RAVE PROPERLY ATIACXEO II T C D L 7.0 P SF DATE 0 1 / 06 / 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. P, S BC OL 10.0 PSF ORW HCUSROBI 03006214 *'IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •� SSS PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO1Y'l� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND lC : I BC L 0.0 P S F HC - E N G J W C / W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7k, LPINE CONNEC JOBS AREON HADD20GA BY TASINHE MASS3A6R40 6ALVN FOREST ANSTEEL. EXCED PAPER PT NOTED. TAPPLY ACONNECTORS TO 'fi' TOT . L O . 37.0 P SF S EQN - 34830 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D UR . F AC . 1.25 FROM MGK DRAWINGS 111 A,I. THE SEAL ON THIS BRAVING INDICATES ACCEPIANCE Of PROFESSIONAL ENGINEERING A1pm- EngineatH� PtDdnOlb, �. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 8 A N iiaTnrs CIry,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0 JR E F - 1 R Z 7 08 1 _Z 1 0 FI-rnhficdeofAuduniabonIt567 ANSI/TPI 1-1995 SECTION 2. — (50624-Q13 2361A - Al Top chord 2x4 SP 2400f-2.OE :T2, T6 2x4 SP #1 Dense: Bat chord 2x6 SP #2 N :B2, B3 2x6 SP 2400f-2.OE: Webs 2x4 SP #3 :W2, W8 2x4 SP #2 N: :Lt Wedge 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 51.00 BC From 20 PLF at 0.00 to 20 PLF at 50.00 BC 4255 LB Conc. Load at 15.54 BC 168 LB Conc. Load at 30.94, 32.94. 34.94, 36.94, 38.94 40.94 BC - 742 LB Conc. Load at 43.00 Calculated horizontal deflection is 0.16' due to live load and 0.14' due to dead load. (A) 1X4 #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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24' OC. 4XSa Calculated vertical deflection is 0.78' due to live load and 0.65" due to dead load at X — 26-4-1. 2X41b 8X10 = 4X6(0) = 6 12X14 0 BX14 o 2X4 N T211 (A HS2510 (C3) __ 2X4 Al HS816 = h Str THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: I ROW @ 12" O.C. BOT CHORD: 1 ROW @ 12' G.C. WEBS : I ROW @ 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg. not located within 4.50 ft from roof edge, CAT II, EXP B. wind 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 0.1280' gun nails @ 6' OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING" note below. 2X4 M 6 r -T 6 1OX14 3X4a 5X14 s A) (A (A) A W8 B2 8X8= 83 HS612 = 8X10 = 4X8= 3X8= 2X4 M t 6 t�* *9-4-0 4X8(B3) 08 M 2X4 M R-4586 U-2724 W=8" 1-o-0 R-5228 U-2713 W-8' 14W sw 7-0-0 1 8-4-0 I 7-2-0 I 7-2-0 1 13-4-0 I 7-0-0 _s1 A Alpine Fagineered Products, Ino. Hsaimm City, FL 33844 FL Catifi/atn of Audwn2ation 0 567 50-0-0 Over 2 Supports TPI-95 Desiqn Crit:_TPI(STD 6.13 "WANNLRb-- BRACING. 0.EFER TO MIB91 (GAYDL ING 3YSTACC, NO AYD BRACING). PUBIlSMED BY iPi (TRUSS PLATE [NSTT TUT[. 663 O'NOFRIO DR.. SUITE 200, MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING IMESE FNNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNORO SHALL NAVE PROPERLY ATTACHED STRUCTURAL PAREL S. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACMEO RIG IO CEILING. *IMPORTANT* FU0.NISR A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITN TP[; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH A►PLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFIC too PURL ISX[D BY THE AMERICAN FOREST AIM PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MA OE OF 20GA ASIR A663 GA40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1996 SECTION 2. TY HI/-/1/-/E/-/- TC LL 20.0 PSF TC OL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOV Scale—.125"/Ft. REF R081--898 DATE 01/08/03 D R W HCUSRO81 03008102 KC-ENG JWC/WPF SEQN - 35562 FROM MGK JREF - 1RZ9081_Z14 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 50624-013 2361A - A1G Top chord 2x4 SP #1 Dense :T5 2x4 SP 2400f-2.0f: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W5, WI T1, T6 2x4 SP #2 N: W9 2x4 SP #2 N: SPECIAL LOADS -.(LUMBER OUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) TC From 54 PLF at -1.00 to 54 PLF at 51.00 BC From 20 PLF at 0.00 to 20 PLF at 50.00 TC 166 LB Conc. load at 7.06, 9.06, 11.06, 15,06, 17.06 19.06, 21.06, Z3.06, 28.94, 30.94, 32.94, 34.94, 36.94, 38.94 40.94. 42.94 7C - 165 LB Conc. Load at 26.94 BC 465 LB Conc. Load at 7.00, 43.00 BC 75 LB Conc. Load at 9.06, 11.06. 15.06. 17.06, 19.06 21.06. 23.06. 28.94, 30.94, 32.94. 34.94, 36.94. 3B.94, 40.94 82 LB Conc. Load at 26.94 (A) 1X4 #3 REM -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/240 live and L/180 total load. Creep increase.factor for dead load is 1.00. 6X6= 5X8=- 6 T1 2X4 I 3X6 (Al) 2 Complete Trusses Required--� NAILING SCHEDULE: (0.128x3.0_9_nails) TOP CHORD: I ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : I ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS ' IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC OL-5.0 psf, wind BC OL-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 0.1280" gun nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this OWG to the installation contractor. Special care mast be taken during handling, shipping and installation of trusses. See "WARNING" note below. TRUSS MAY NOT BE INSTALLED END FOR END. 6X6= 6X6= 6X6= " P i"_ Nq E ��M, N P, Raw I Ea al'o 4 Ord T 3X4 = 6X6 = 3X6 (Al } 6X6= 6X8= +9.4-0 q iG 2X4 HI 10 I-0_0- �-13 - 0 - 2-1-10--� 7-0-0 1 36-0-0 1_- 7-0-0 J 50-0-0 Over 4 Supports I R-676 U-213 W-8' R-2214 U-1032 W-8" R-3939 U-2004 W-11.313• R-1868 U-794 W-8' PLT TYP. Wave TPI-95 Desi n Crit: TPI STD 6.13 OTY:1 HI - 1 - E - - Scale •"WARMING** TRUSSES 0.EOU [RE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 PSF R E F R 08 1 - - 889 4 7 BRAC[N6. REFER TO 018-01 (HANDLING INSTALLING AND 8RACING). PUBLISHED BY TPI (TRUSS PLATE INSTITNTE. 583 D'OKOFRIO DR.. SUITE 200, MADISON. W2 S3719). FOR SAFETY PRACTICES PRIOR TO PERFaaM1Y6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CW0A0 SHALL HAVE PROPERLY ATTACHED T C D L 7 .0 P S F DATE 0 1 / 0 6 / 0 SiRUCTNRAL PANELS. SOTION CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. Pp BC OL 10.0 PSF DRW HCUSRO81 03006275 ".IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j� PRODUCTS. IKC. SHALL 907 BE RESPONSIBLE FOR .ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO v 4'{1�F --- BUILD IRE TRUSSE5 IN CONFORMANCE WITH 1P1; 0R FABRICATING. HANDLING. SHI►PING, INSTALLING AND *� be 2 ;* B C L L 0 . 0 PSF H C - E N G JW C / W P F L ALPINE BAACING OF TRUSSES. THIS OE SI, CONFORMS WITH APPLICABLE PROVISIONS OF KOS (NATIONAL DESIGN I (jJ(/f SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A653 BR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO t T O T . L D . 37.0 PSF S E O N - 34849 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OK THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. IRE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F AC . 1.25 FROM P F Alpine Prodaots, ITC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS paints City, n 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER _ SPACING 2 4 . 0 " JR E F 1 R Z 7 08 1_Z 1 0 ► L Cemflcate oEAudLo21 gm#567 ANSI/TPI 1-1995 SECTION 2. -- -- (hUbZ4-013 Z3b1A - ­nuc nocoAorn ronM rnmonrrO INPUT n nAnS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. `Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu.of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24" OC. 4X4 = 0-6-3 3X4{ 120 mph wind, 12.01 ft mean hgt. ASCE 7-98, CLOSED bldg, not located within 4.50 Tt from roof edge, CAT 1I, EXP B, wind TC OL-5.0 psf, wind BC OL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. �3 t 10-0-0 I 10-4-0 _I 20-4-0 Over 2 Supports I R-747 U-231 W-4" R-812 U-292 W-8' PLT TYP. Wave TPI-95 Des n Crit: TPI STD 6.13 QTY:S HI - 1 - E - - Scale-_3125M Ft. **WARNING** TRUSSES RfOU IRE EXTREME CARE IN FABRICAIINN. HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 PSF REF RO 8 1 - - 88 9 48 BRACING. REFER TO RIO.91 (HANDLING INSTALLING AMU BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON. NI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 P S F DATE 0 1 / 0 6 / 03 STRUCTURAL PANELS. BOTTOM CH ORO SHALL HAVE A PROPERLY ATTACNEO RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS OESIGN TO -TM( INSTALLATION CONTRACTOR. ALPINE ENGINEERED/, B C O L 10.0 PSF D RW HCUSR081 03006276 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE iRUS5E5 1N CONFORMANCE Y[TN TPI: OR FABRICATING. HANDLING, SNIPPING. INSTALLING ANO y ��* ( y C L L 0.0 PSF H C - E N G JWC / W P F ALPINE BRACING OF TRUSSES. THIS DE5I6N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL OESI6N SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I CONNECTORS ARE MADE OF 206A ASTN A663 GRAO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 37.0 PSF S E QN - 34812 E ACN FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITTON CONNECTORS: PEtI DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING IRDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING * D U R . F AC . 1.25 FROM K C AlptnTProducts, �IYLETRUSS COMPONENT DESIGN SHOWN- THE UIEINRTN1; Ha�City.FL 3CONONENTFOR ANY PARTICULARBUIL9196 I5 THERE5PONSIBILITY OF IRE BUILINGDSGE. PER f n FL Certificate of Auf adzatim N567 ANSI/TPI 1-1996 SECTION 2. SPACING 24.0 JREF - 1RZ7081_Z10 (SUbe4-U13 ZSb1A - tIZ TUTC nua DarPAR M MIN MMPUTFR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: Bot. chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24" OC. 0-6-3 1 U 3X4( 4X4= 4X6w 120 mph wind, 10.35 ft mean hgt, ASCE 7-98, CLOSED bld9, not located within 4.50 ft from roof edge, CAT It. EXP B, wind TC DL-5.0 psf, wind' BC DL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. T2 6 (i -� 6 -0-0 3X4m 5X5= 2X4(A1) B1) = Mae Lr 8-8-0 I 2-8-0 I 9-0-0 _I 20-4-0 Over 2 Supports '! 1 R-747 U-208 W-4' R=812 U-267 W-8" PLT TYP. Wave TPI-95 Desi n Crit: TPI STD 6.13 �—QT��Y:-117� HI 1 E - Scale—.3125" Ft. *•HARMING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND �TC L L 20.0 PSF R E F R 08 1 - - 88 9 4 9 BRACING. REFER TO 016-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T NSTITOTE. $93 D'ONOFRTO DR.. SUITE 200, NAOISOK. NI 63719), FOR. SAFETY PRACTICES PRIOR 10 PERF ORNiRG THESE FUNCTIONS. UNLESS OTHERWISE SE INDICATED, ICATEO, TOP CNORO SMALL NAYS PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 1 / 0 6 / 0 3 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGTD CEILING. **IMPORTANT*• FUN IISO A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED },Y( ' 8C 0L, 10.0 PSF DRW HCUSR061 03006277 PRODUCTS. INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO �T BUILD THE TRUSSES IN CONFORMANCE WITH TP L OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND M0. BC L L 0.0 PSF H C - E N G JW C / W P F ALPINE BRACING OF TRUSSES. TN[S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESI6N SPECIFICATION PUBLISHED BY THE ANERICAN FOREST. AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE of 10GA ASTN A653 .40 GALY STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO i T G T. L O. 37.0 P S F S E Q hl - 34811 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7DRAWINGS I60 A-Z. THE SEAL 0R THIS DRAWING INDICATES ACCEPTANCE of PROFESSIONAL ENGINEERING D UR . F A C . 1 . 2 5 FROM MGK Aipitx EngLwc d Products, lac. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ABC USE OF THIS iia$us City, FL 33M COMPONENT FOR ANY PAATICULAR BUILDING IS THE RESPONSIBILITY OF IRE BUILDING DESIGNER. PER Ai' SPACING 2 4 .0 " J R E F - 1 R Z 7 08 1_Z 1 0 FLCa6ifLcateofAURhavjZ3ti=#567 ANSI/TPI 1-1995 SECTION 2. - - 50624-013 2361A - BIG ITop chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 IIn lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24' OC. 3X8(B1) _ 1-J1j 08 2X4 N THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 15.00 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. #1 hip supports 7-0-0 jacks with no webs. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X8= L2-;-0j 7-0-0 I 6-8-0 I 7-0-0 20-8-0 Over 2 Supports I R-1554 U-608 W-8' R-1554 U-608 W-8" Wave TPI- A Inc. Hermes City, FL 338M FL Certificate of Au 11anzahm # 567 sign Crit: TPI(STO 6.13 ,RACING V REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED UY TPI (TRUSS PLATE INSTITUTE. Sol O'ONOFRIO DR.. SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING- -IMPORTANT- FORISO A COPY OF THIS OES16M TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TOE TROSSES EN CONFORMANCE 9119 T►I; OR FABRICA7IMB. HANDLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTN A663 U40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTMERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CRAVINGS 160 A-Z. THE SEAL ON THIS OWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOENG IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER. PER ANSI/TPI 1-1996 SECTION 1. _ TY HI 1 TC LL TC OL BC DL BC LL TOT.LD. OUR.FAC SPACING It/-l' 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 SEE ABOVE Scale—.3125"/Ft. REF R081--88950 DATE 01/06/03 D R W H-USR081 03006278 HC-ENG JWC/WPF SEQN - 34844 FROM MGK JREF - 1RZ7081_ZIO CnC'3A-nii 7'TGiA - Grl THiS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMIT TEO BY TRUSS MFR. Top chord 2x6 SP 2400f-2.OE Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W2, W4 2x4 SP #2 N: SPECIAL LOADS ------(LUMBER DOR.FAC.-1.25 / PLATE OUR.FAC.—I.25) TC From 54 PLF at 0.00 to 54 PLF at 13.92 BC From 20 PLF at 0.00 to 20 PLF at 13.92 TC 609 LB Conc. Load at 0.65, 2.65, 4.65, 6.65 BC 566 LB Conc. Load at 1.98, 3.98, 5.98, 7.98 BC 616 LB Conc. Load at 8.65, 10.65, 12.65 BC 557 LB Conc. Load at 9.98, 11.98 End verticals not exposed to wind pressure. in lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24' OC. Truss must be installed as shown with top chord up. 3-4-0 6X6= 3X4 M 2X4 01 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: I ROW @ 8" O.C. BOT CHORD: 1 ROW @ 4" o.c. WEBS : I ROW @ 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 15.00 ft mean hgt. ASCE 7-98. CLOSED bidg, not located within 4.50 ft from roof edge, CAT 11, EXP 8, wind TC DL-5.0 psf, wind BC DL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. - 4X8= �E- 13-11-0 Over 2 Supports J I R-4436 U-2113 W-8' R-4255 U-2057 3-4-0 t* 9-4-0 i 61 6.13 QTY:1 HI - 1 E - - Scale —.375" Ft. PLT TYP. Wave TPI-95 Desi n Crit: TPI STD --YARNING*' TRUSSES REQUIRE EX70.ENE CARE IN FABRICATION. HANDLING. SNIPPING.. INSTALLING AND TC L L 20 . 0 PSF R E F R 08 1 - - 8 8 9 5 1. OR ACING. REFER TO "1B.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE i MSTITUTE. 663 O'ONOFRTO DR.. SUITE 200. HAOISON. WI 63719). FOR SAFETY PRACTICES PRIOR TO TC D L 7.0 P S F DATE 0 1 / 06 / 0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT IACNED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ENGINEERED "' BC DL 10.0 PSF DRW HCUSR081 03006279 •'IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE P0.0D9CTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILVRE TO BUILD ENE TRUSSES IN CONFORMANCE WITH TPI; 04 FABRICATING. HANDLING. SNIPPING. INSTALLING AND THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN f�l'V• * �}{ YE B C L L 0.0 PSF HC - E N G JW C / W P F ALPINE BRACING Of TRUSSES. SPECIFICATION PUBLISHED BY IBE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT. L D 37.0 PSF - S E O N 34850 CONNECioaS ARE MADE OF 206A ASiM A653 BRAG 6ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS. ARE) UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER ENGINEERING (J(j%JVIaJ/]] U R . F AC 1.25 FROM MGK i�� Alpine EIIgilwa ed products, WV. Haim City, FL 33844 FL Certificate of AlYharizabmi 9567 DRAWINGS 160 A - I. THE SEAL ON IRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT fOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. $�^ ���' --------- D SPACING . . 2 4 .0 " J R E F - 1 R Z 7 08 1_Z 1 0 (5UbZ4-U1J ZJb1A - UZ TUTc nun_ oocoLo[n ronm rnMPIITFR INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu -of structural panels or rigid ceiling use purlins: to brace TC 24" OC, BC @ 24" OC. 5X5 0 4X4 = 5X5-%- 3.96 f--4X4= ­1 3.96 120 mph wind, 11.14 ft mean hgt. ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL-5.0 psf, wind BC DL-5-0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. Ta i 0L 9-4-0 1Nt 5 10 11 1 1.5-211-0.61 1-5-2 1 5-6-11 _1 15-4-0 Over 2 Supports _I R-627 U-271 W-8" R-561 U-203 W-4" PLT TYP. Wave TPI-95 Desi n Crit: TPI STD 6.13 QTY:l. HI 1 - E - Scale -.375" Ft. —YARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING ANO TC L L 20.0 PSF REF R 0$ 1 - - SS 9 5 2 BRACING. REFER TO 919-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INST I TOTE. 583 O'ONOFRIO DR.. SUITE ZOO. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL NAVE PROPERLY ATTACHED T C D L 7.0 PSF DATE 0 1 / Db / 0 3 STRUCTURAL PANELS. BOTTOM CHORD SMALL HATE A PROPERLY ATTACKED $1610 CEILING. P,� BC DL 10.0 PSF DRW HCUSR081 03006260 ""IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO yLQ.ji' BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BC L L 0.0 PSF HC - E N G JW C / W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIG (� SPEC IFICAT IOM PUBLISHED BY THE AMER IC AN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE / )6. I CONNECTORS ARE MADE OF 206A ASTM A653 sa{O BALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO liCl T 0 T. L D. 37.0 P S F S E O N 34828 £ACM FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON IRIS DESIGN. POSITION CONNECTOR5 PER DRAWINGS 160 A•Z. IRE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D U R . F AC . 1.. 2 5 FROM MGK RESPONST8H1 33844 CONPONENTIFORYANYLEL PA0.T[CULAREBUIIBIN6OTWETRESPONSIBILITT OF THE BOILBIN6DESIGN SHOWN. THE 10ESI6MERTY A No SEPoR THIS dTA4 24.0 n F1.c«usca<eofnwllrm�tial#s67 AN51/TPI 1 1995 SECTION 2. _T„__.__._ . . SPACING JREF - 1RZ708I_Z1D (SUbZ4-UI3 Z3bIA - Ulb TUIG nun. PaFPARFn FRnM rOMPIITFR INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. iTop chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 11, EXP B. wind TC DL-5.0 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace TC 24' OC, BC @ 24' OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X4= 4X8= Its SPECIAL LOADS ------(LUMBER OUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 54 PLF at -1.00 to 54 PLF at 15.33 BC From 20 PLF at 0.00 to 20 PLF at 15.33 TC 56 LB Conc. Load at 2.33 TC 100 1.6 Conc. Load at 5.00, 10.67 TC 200 LB Conc. Load at 6.37, 9:29 TC 114 LB Conc. Load at 7.83 TC 62 LB Conc. Load at 13.34 BC 30 LB Conc. Load at 2.33 BC 44 LB Conc. Load at 5.00, 10.67 BC 93 LB Conc. Load at 6.37, 9.29 BC 50 LB Conc. Load at 7.83 BC 32 LB Conc. Load at 13.34 1 2 3 15 I 4-0-9 I 2-11-0 1 4-0-9 _1_1-11-15_I. 15-4-0 Over 2 Supports `1 I R-1223 U-701 W-8" R-1183 U-664 W-4' -DEG i O F 9-4-0 PLT TYP. Wave TPI-95 Desi n Crit: TPI STD 6.13 _ QTY:1 Hl 1 - E - - Scale -.375H Ft. **WARNING-- TRUSSES REOtlIRE EXTREME CARE [M FABRICATION, HANDLING, SNIPPING. INSTALLING AND TC L L 2 0.0 P S F R E F R 08 1 - - 88 9 5 3 BRACING. REFER TO 0I8-91 (NA90EING INSTALLING AND BRACING). PUBLISHED BY TPT (TRUSS PLATE I ASTITUTE. $93 O'ONOFRIO DR., SUITE 200. MADISON. NI 631191. FOR SAFETY PRACTICES PRIOR TO PERFORNIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 0 1 / 0 6 / 0 S FRUCTURAL PANELS, BUTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT*. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P BC O L 10.0 P SF D R W HCusRAel 03006281 PROGOCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND *! ND. BC L L 0.0 PSF H C - E N G JWC / W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL OESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ASO TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 37.0 P SF S E Q N - 34848 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D liR . F AC . 1.25 FROM KC *i- agLLTcmd PCcx U Ine. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �4 .......•'� Haines City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER S P AC I N G 24.08 J R E F 1 R Z 7 08 1 _Z 1 0 FL Ce24f de of AUd,=jZ fi n lE 567 1 ANSI I TP I 1 1995 SECTION 2. -- - -- 50624-013 2361A - Cl) 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 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. 4X4= 120 mph wind, 11.39 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/240 live and L/180 total load. Creep increase factor for dead load is 1.00. ' 0-5-11 *9-4-0 C� I I 7-10-0 I 7-7-0 J 15-5-0 Over 2 Supports _I i R-629 U-275 W-8" R=566 U-208 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:4 HI - i - E - - Scale —.375" Ft. •"YARNING" TRUSSES REQUIRE EYTRENE CARE IN FABRICATION. HANOuI6. SNIPPING. INSTALLING ANO TC L L 20.0 P SF R E F R 08 1 - - 8 $ 9 5 4 BRACING. REFER TO WIB-91 (9ANOLING INSTALLING ABU BRACING). PUBLISHED BY TPA (TRUSS PLATE INSTITUTE. 6B3 D'ONOFAIO DR.. SUITE 200. NAOISOI. WE 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING TNES£ fUNCTTONS. UNLESS OTHERWISE IIOICATEO. 70P CHORD SHALL NAVE PROPERLY ATTACHED TC D L 7 .0 P S F DATE 0 1 / 0 6 / 0 STRUCTURAL PANELS. OOTTON CN090 SMALL NAPE A P0.0PERLY ATTACHED RT6I0 GELLING. "IMPORTANT" FOR NI59 A COPY OF THIS DESIGN TO INC INSTALLATION CONTRACTOR. ALPINE ENGINEERED,�.� BC DL 10.0 PSF DRW HCUSR081 03006282 PRODUCTS. INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _�*''� �a 3� BUILD THE TROSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND f " BC L L 0.0 P S F H C- E N G J W C/ W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN *. CONNECTORS SPECIFICATIA0.EPMADESOfO20GATASTNMA663AGR1 GALYOREST AISiEELPAPER EYCEPT1ASlNOTEOAND TAPPLYACONIECTORS 50 9i I TOT. L O. 37.0 P S F S E O N - 34832 OLTEACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON TOTS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR. F A C . 1.25 FROM MGK Alpine En6nc=d Products, ID.C. RESPONSIBILITY SOI FLY FOR THE TRUSS COMPOIENT OES16N SHOWN. THE SUITABILITY AND USE OF THIS Hames City, FL 33844 CONPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ai. SPACING 24. ON JR E F 1 R Z 7 D8 1 _Z 1 0 FLCaLif7cateofAuthorization it567 ANSI/TPI 1-1996 SECTION 1. - - (S0624-013 2361A - C2 ITop chord 2x4 SP #2 N Bat chord 2x4 SP #2 N j Webs 2x4 SP #3 lin lieu.of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24' OC. 4X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 11.39 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT It, EXP B, wind TC DL-5.0 psf, wind BC DL-5.0 psf. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.00. I 7 10-0 I 4-10-0 I 2-9-0 _1 15-5-0 Over 2 Support R-638 U-273 14-8' ve TPI- =z ALPINE Alpine FA&nw=d Products, Inc. Hamel City, FL 33844 FL (:atiflcde of Authonzalicn 9 567 rit: TP 6.13 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 663 O'ONOFR 10 OR., SUITE 200. NAG ISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS . UNLESS OTNERNISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED SIR UC TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"" FORM ISO A COPY OF THIS DESIGN TO IN( INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITS TPI: OR FABRICATING. HANDLING, SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AME:RICAN FOREST AND PAPER ASSOCIATION) AND TFI. ALPINE CONNECTORS AN E MADE OF 20GA ASTM A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OINERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON IHES ON AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CUMPOWE NT DESI6W SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR 60I1.0I16 15 INE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIITPI 1-1996 SECTION 2. _- R-557 U-210 TY T 1-10-3 i - TC LL TC DL BC OL BC LL TOT .LD. DUR.FAC. SPACING �a 9-4-0 a E - - Scale —.375" Ft. 20.0 PSF REEF R081--88955 7.0 PSF DATE 01/06/03 10.0 PSF DRW HCUSR081 03006283 0.0 PSF HC-ENG JWC/WPF 37.0 PSF SEON - 34833 1.25 FROM MR, 24.0N JREF - 1RZ7081_ZIO (S0624-013 2361A C2) THIS;DY6 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS); SUBt1TTTE0 BY TRUSS HFR. !, Top chord 2x4 SP #2 N 120 mph wind, 11.39 ft mean hgt, ASCE 7-98 CLOSED bldg, not located Bat chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT 11. EXP 8, wind T£ UL-5.0 psf, wind' j Webs 2x4 SP #3 BC DLQS.o psf. In lteu.of structural panels or rigid ceiling use purlins. to brace TC 0 Deflection meets L/240 live and L/180 total load. Creep Increase factor 24' OC, OC16 240 OC. for dead load is 1.00. ' a a ` I i i 4X4= I i —1 6 ` 6 F - 5X5isr .. 2X4 N T 1--10-3 3X4 = 3X4 2X4(Al) xT� a Lam.' 7-10-0 I 4-10-0 _1_ 2-9-0 _1 1S-S-0 Over 2 Supports `1 9-638 U-273 W-8 R-557 U-210 PLS TYP. Wave TPI-9S aesi n Crit: TPI STD 6.13 QTY:1 HI - 1 - E - Scale -.375" Ft. ** ARNING" rRUSAcs REOOIRE ExTRtME CASE IN FARRICATION, IP0. SHIPPING. TRSTALLING Alla T{' { L 20.0 PSF REF R0$1' `$8955 6RACIRO REFER TO 0I0•91 (MANGLING INSTALLING ANN BRACIHGI, PUBLISUEO GY 7PI (TRUSS tikTE INSTITUTE, 663 D`OSOFAIO a.. SUITE 04, MADISON. VI 53719), FOR SAFETY PRACTICES PRIOR TO : h ►ERFONMIUR THESE FUNCTIONS. SWISS OTHERWISE INDICATED. TOP CAM SHALL RACE PROPERLY ATTACMEO : ` C UL 7.0 PSF DATE. 01/06/03 STRUCT#AL PANELS,: NOTION COMO SHALL :NAVE A PROPERLY ATTACREO RiB19 CEILING.' IMPORTANT*- FORSTSG A COPY OF 14I5 VISION TO IRE TNSTALLATIOU C9UTSACTtM.`ALPIRE ENDINEER€B 1D.O PSF DRW.. NCUSR©$i 03fl062$3 PRODUCTS, INC, SMALL DOI BE RESPOMSIOLE FOR ANY OEVtAIION FROM IS S $EST"', ANY FAILURE TO a WILD THE TOSSES IM CONFORMANCE SIIM TPI: OR FARSICATIK. VARIOUS. SNIPPIEO. INSTALLING me 7 ALP I NE... VRACW OF TSUSSES. ISIS O€SIGN CONFORMS WIT# APPLIC"Ll PROVISIONS OF UPS (NATIONAL GESIGR rY SPECIFICATION PUBLISHED VY TOE AMERICAN FSN£SI ANN PAPES ASSOCIATION) ANN TPI: ALPINE CONNECTORS ARE :MADE OF 20" ASIM A663. GA40 GALY.. STEEL. EXCEPT AS NOTED. APPIY CONNECTORS To EACS FACE OF TRUSS, AM UNLESS OTHERWISE LOCATES 011 ISIS N€SIGN. POSITION CONNECTORS PEE ORANIN" IEO A -I. IRE SEAL OR THIS DRANIN6 INDICATES ACCEPIANCE OF PNOFESSIGNAL ENGTNEERIN6 ,f�l#OCP�FE'odacts,JUa. N£SPONSlatLITY SOLELY FOR TOE TRUSS COMPONENT VISION SOURS, TUE SUITABILITY MR USE OF TRIS C*,FL 3" COMPONENT FOR ANY PARTICULAR 04I0I16 IS TOE RESPONSIBILITT OF IRE 01110116 DE516AER. PfR FLCNNdaofAni67 ARSI)TPI I-ISBS SECTION 2. 0.0 PSF 37.0 PSF K-ENG JWC/WPF SEON - 34833 1.25 FROM MGK- 24-0* JREF - 1RZ7081-ZIO (5O624-413 2361A - C3) THIS DMf PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 11.39 ft mean tgt, ASCE 7-98, CLOSED bldg, not 'located Sot chord 2x4 SP,#2 d within 4.50 ft from roof edge, CAT II, EXP B, wind TC DLa5.0 psf, wind' Webs 2x4 SP #3 8C'DL-5.0 psf. In lieu -of structural panels or rigid ceiling use puriins: to brace TC Right end vertical not exposed to wind pressure. 24* OC, BC 2V OC. , Deflection meets L/244 live and L/180total load;. Creep increase factor for dead load is 1.00. i 4X4 6 5X5 2-10-3 9-4-fl 3X4 3X4= 2X4 11 2X4(Al) a L 7-10-0 I 2-10-0 i_ 4-9-0 _# 15-5-0 over 2 Supports R=638 U—W w8` R-557 0=219 " PLT TYP.`Wave TPI-95 0IsSi n Crit: TPI STD 6.13 QTY:I NI '- 1 - E - Scale —.375" Ft. **WARNI16— TRUSSES REODIRE E11410E CARE IN FARRICATIOR. RANOLINfi. SHIPPIMSs INSTALLING AND TC LL 20.0 PSF REF R081--88956 BRACING.: REFER TO BIB -RI (RABBL3B0 INSTALLING ASO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S43 B'OR#RIB BR.. SUITE YOB, NAOISBR. NI 63714). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUN£TIBNS.UNLESS OTHERWISE INDICATED. TOP CRONE SHALL HAVE PROPERLY ATTACHED -` :TC DL : 7.0 PSf DACE: of/D6 f t3 . STRUCTURAL PANELS. BUTTON CHORD SNALL HAVE A PROPERLY ATTACHED RIGID CEILING._; *IIR+BRTAUT** PRRNISB A COPY OF TUTS DESIGN TO THE INSTALLATIOU CONTRACTOR. ALPINE ENGIHEEREU : aC DL 10.0 PSF DRPTy�C HCUSR081 03006284 PRODUCTS. IOC. SHALL NOT BE=RE"5IH(E FOR ANY DEVIATION FROM THIS BESIGN: ANY FAILURE TO ALPINE .. BUILD THE TRUSSES I* CONFORMANCE WITS TPI: OR FAMICATINN. RANDLIIK. SHIPPIN6, INSTALLING AIMi, �.. 0-D PSF BRACING :OF TRUSSES. THIS DESIGN CONFORMS WITN APPLICABLE PROYISIONS OF NOS' (OATIORALi-DESIGN '. : tfC'ENG � C f �tPF SPECIFICATION POLISNED BY THE PMRICAN FOREST AND PAPER ASSOCIATIOD) ADD TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTM "61 GRAS SAM STEEL. EXCEPT AS ROTED. APPLY CORRECTORS TO TOT . LD.. 37 .0 PSF SEON - 34834 EACH FACE OF TRUSS. ANHNIfSS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORAHIN6S lit A -I. 1RE SEAL ON INS DRAMA& IiDICAIES ACCEPIAW PE PROFESSIONAL E64INEERIN6 DER 25 FROM MGK A#��� h1. RESPONST$ILTTY SOLELY FOR THE TRUSS CORPONERT KSI61 SNORT. THE SUITABILITY AND USE OF THIS _ Ifi—.a r'A.'i4 lit" COaPOBENT FOR ANY PARTICULAR BHILBTNG IS THE RESPONSIBILITY OF THE 89I10I0 OESISM. FIR f.-n e.. Haan n. na inrr 9PI77nol 71r1 Top 'chord 2x4 SP #2 N 120 mph wind, 14.64 ft bean hgt, ASCE 7-98, CLOSED Bldg, not located Bot chord 2x4 SP;;#2 N within 4.50 ft from roof edge. CAT 11, EXP B, wind TC DLa5.0 psf. wind' Webs 2X4 SP;#3 BC'DL-5.0 psf. At Wedge 2x4 SP #3::Rt Wedge, 2x4 SP #3: In lieu of structural 'panels or rigid ceiling use purl'ns: to brace TC @ Deflection meets L/240 live and L/180 total load. Creep increase factor 24' OC, 8C @ 24' OC. for :dead load is 1.00. 4X4 = b b U i I TSL 12-8-0 ZX4 2 2X4 (AI 2X4 ( 1) s ;a 3X8 I 3X8 ril L 7-6-0 I 7-5-0 _! 15-0-0 Over 2 Supports i R-609 U-334 M-3' R-609 U-334 W-3' PLT TYP. Wave TPf-95 Design Crit: TPI STD 6.13 QTY:5 HI - 1 - E - - Scale -.375" Ft. 'Y#RNIiNI"` TRaSSE6 0.EOUIRNA E EXTREME CARE IN fABRTCAFI09 NBL166. SNIPIN PING. STALLING AND TC 1 1 ZO.-.O PSFREF.. RnRi -RS957 TE TN TITUE.REFER $93 Di'ONOFRIO W. SNITE 200, MA➢ISOR�➢NIa�3371#).F FOR SSAFETY PRACTICES OPRIOR SS ATO 00 PERFORMING THESE. FUNCTIONS. UNLESS OTNEaRISE INDICATED. TOP CN040 3NALL RAY£' PROPERLY ATIACNEfl 'TC - � _� P�F STRUCTAWAL PAR£LS, BOTTOM CNORO UALL HAVE A FAOPERLY ATTACKS 91630 CEILI46. DL 10s 0 i3 SF OF *IMPON:TANT"A FURNISR A.COPY OF IRIS DESIGN TO TIDE NE E USTAL1ATION CONTRACTOR: ALPINE E461EREa BC pR06NCTS. INC. SMALL ROT BE RESFORSIBLE FOR ANY D£VTATIO4 FROM T4I6 DESIGN; ANY FAILURE TO BVILB THE TRESSES IN CONFONMANC£ VITO T►I; 04 FABRICATING. HANDLING. SNIPPING. INSTALLING AND �'.0 P5F' ALPINE j BRACING OF TRESSES. IRIS DESIGN CONFORMS YITR APPLICABLE PROVISIONS OF NOS #NATIONAL DESIGN "* AL C 1 SPECIFICATION FDBLISN£D BY IRE AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPI. ALPINE COR4ECTONS ARE MADE OF 20" ASIR A663 69*0 SALT. STEEL. EXCEPT AS VOTE➢, APPLY CONNECTORS TO DT.LD. 37:.0 PSF SE EACB FACE OF TRaSS, MID NNLESS OTNERVISE LOCATED 02 T015 DESIGN. POSITION CONNECTOR; PER 6RANIXGS 160 A-1. INC SEAL ON TRIS DRANINS INDICATES ACCEPTANCE OF PROFESSIONAL E061MAIN6 DUR,FAC. 1.25 FF Atom Fwpwamd PraduabN1= RESPONSIBILITY SOLELY FBI THE TRRSS COMPONENT DESIGN SHORN. IRE SVITABILTIY AND USE OF THIS Ufa City; FL 33U4 CoNPORENT FOR ANY PAaTICILAR 80I1,8106 IS INC RESPONSIBILITY OF INC 09119116 DESIGNER. PER /1{• SPACING 24. d" if Fi C.BAib➢%tRoEA #%7 ANSIfTPI I -IONS SECTION 2. ICi1SR0E11 03006285 IG JWC/WPF: - 34835 MGK' - 1RZ7Ci81_Z10 THIS UYR PREPARED fROM COMPUTER INPUT (LOAFS$ & DIMENSIONS) SUBMITTED BY TRUSS Wit. (50624'413 2361A - 02) 120 mph wind, 14.64 ft mean hgt, ASCE 7-98, CLOSED bldg. not located Top chord 2x4 SP 2 N within 4.50 ft from roof edge, CAT 11, EXP'8, wind TC DL-5.0 Psf• wind Bop chord 2x4 SP 2 N Webs 2x4 SP #3 8C DE^�5.0 psf. IDeflectinn meets LJ24O five and iJ180 total 1nad. Creep increase factor In lieu of structural panels or rigid ceiling use purlins: to brace TC 0 ' for dead load is 1.00. 240 OC, BC @ 24`OC. 4X4� 6 F— --1 6 3X4* 3X4 3-9-5 4-0-3 I -- 2X4 X 3X8� 2X4 I L*1-8-tHt 6 1©U 4 7-3-12 14-1-12 Over 2 Supports ,4 R-616 U-357 R-582 U-322 W-3.S* PLT TYP. Wave TPI-95 Design Crit; TPI(ST01 6.13 QTY:3 An HI - 1 - E - - Scale--.375" 4=t. 20.0 PSF REF. R081--88958 * ltitlY6** #RBSSf5!E@9I*E fXTRfiIE..CARE IN FABRICATIGN. ffA�p£Iiit, 34I11PINS. INSTALMS M*ACI*Ot REFER TO NTM-91 '(MARNLINOiI*STALLI" AMO SRACIO). POOLISMEM BY TPI (72M6S PLATE 693 818WRIO DR.. SMITE 2". MABISOR. *I 5371OI. FOR SAFETY PRACTICES PRIOR TO) � TC LL TC 9L 7.0 PSF ) DATE �T ��! �� INSTITMTE. PERFORii3RO IRESE FM*CTIONS. #BLESS KKRyjSE IOICATER. STRMCTORAL PA*ELS. NOTTOM CRORO SMALL MAYS A PROPERLY *IMPORTANT** FORNISN A COPY OF IRIS MESI" 10 TOP CVORV SMALL RATE PRBPfRLY ATTACK$ ATIAC*EO'RIOTO CEILI".. TRf IRSTALLATIOM COMTRACTOR.' ALPINE E1f8I*E£*E9 UL OL 1U.0 PSF J 4)RW NCUSR081 MOMSPRMOCTS. I f1 i C:. AALPINE E INC. SMALL NOT *E RESPO*5I*L£ FOR ANY OETIATIOR FROM ISIS #EST$$: ANY FAILYNE TO SOItO THE T*NSSES IN COMFORMARCE RITH TPI; OR FAMICATIRS. *A*Vtl 6, 501PPI46. I*SIALLIRS AMO NRAClu OF TRRssf5, IRIS KSIO CawaW NIT* APPLICAKE PROYISTOOS OF 05 (RATIOMAL REST" �' (( m PSF HC-ENG JWC/WPF LP i SECIFICAlles nKjsK* BY THE ANEAKA* FOREST AID ►AP£* ASSSCIAIIOS) AND TPI. ALPIR£ TO T©T. CD. 37.0 PSF : sy SEON 34$36 CONNECTOR$ ARE *AK OF 96" ASTM A*S3 OR46 OALY. STEEL. £ICCPT AS NOTEO. APPLY IA£M FACE OF TRUSS. AR* SKESS OTKAVISE LOCATE* OR TRIS'BESION. POSITION CONNECTOR$ CONNECTORS PE* FROM l4GK Fjgh0=dPIO 146. M*A*IR45 16O A -I. IRE SEAL OB RESPO*STBILITY SOLELY FOR T" TROSS TMIS ""In ii[MI£ATES ACC£PTA*CE OF PROF£SSIORAL COMPONENT MESIB* SRO*N. TOf SUITABILITY 6£SIS*ER. ERSIRfE*IMS AN* BSI OF INIS PER �44� , FAi,. � +�� ������?���� itI 33$44 MOUNT F49 ARY PA*IICiLA* BUILOIN IS THE SESP*RSISILITY OF IM£ BBILSI" SPA�I�� 2't.�0 t�RE( ,City, :. ity,FL AISIJTPI 1-I99S SECTION I. (60624-013 2361A - H1GE) THIS 0lt6 PREPARED FROM COWUTER INPUT (LUAOS 6 QIMEk5Y4NSj SUBMITTED BY TRUSS HER. Top chord 2x4 SP #2 N 120 mph wind, 14.64 It mean hgt. ASCE 7-98, CLOSED bldg. Located Bat chord 2x4 SP J2 N anywhere in roof, CAT 11, EXP B, wind TC OL-5.0 psf, wind BC DL-5.0 PSt. Webs 2x4 SP#3 The building designer Is responsible for the design of the roof and Refer to drawing HCUSR081 01306241 a 01306184 for stud verticals and ceiling diaphragms, gable end shear walls; and supporting shear walls. bracing details. Sable end has been designed to 'transfer, all horizontal ca...:.« ....air ....t+'..«.,...ta., ......t .,....:.�:`aytn...�3 n t«..lnt to tha nahIA wnd wind loads into the roof and:: ceiling diaphragms.. Connection and design All connections to be designed.by the building designer, of these systems are the responsibility of the building designer. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ Deflection meets LJ240 live and L/1B0 total load. Creep increase factor 24'`OC, BC @ 24` OC. for dead load is 1.00. 4X4 = 6 2X4(A1 2X4(Al) 7-6-0 ! 7-6-0 � 15-0-0 Over Continuous Support R-86 PLF U-46 PLf M-14-2-0 Note: All Plates Are W2'X4 Except As Shown. III TVII u�wn`.TOT-Or, nPcinn Crit TPIIMI ': 6.130TY:1 _illj-jl - E - Scale—.375" l"•••t. **NARNIN$** TR SSES RMINE EYTXtAE CARE I$ FABRICATINN:, RAMBLING. SNIPPING, INSTAILIHU AW IC LL [Ij,L) YJt REt 1tUtI1--dd9�9 BRACINN, DEFER TO *IB-$I (DANGLING: tNSTALLTNTi ASO **ACING). PUBLISHED BY TPI (THUS$ PLATE TOS MIE, 643 818WRID OR.. SPITE tn. WATSON. MI S37I0). FOR SAFETY PRACTICES PRIOR T4 PERFftNTR4 THESE.FHBCTICRS UNLESS OTNERWISE INDICATED. TOP CHORD SMALL HAVE: PROPERLY ATTACHED TC DL : 7:€; PSF DATE OiJ06%U3 STRUCTURAL PAM#M NOTION CHURN SHALL HAVE A PROiERIY ATTACHE* AIM CEILI04:- *-IMMTA*T** € USH A COPY OF THIS B#SESR TO THE INSTALLATION CONTRACTOR; ALPINE EDIT ERED 8C DL 10.0 PSF DRW H£USRosi 03006287 PRODUCTS, IOC. SMALL *41 BE RESPOSSMI FOR ANY DEVIATION FRO* T*IS OEStIM' ANY FAILURE TO BNILB THE TRUSSES IN CMOROAXCI *ITN iPI. OR :FABRICATING. MAMDLIA4. SNIPPING. INSTALLIRS An 8C IL 0.0 PSF HC-ENG JWC/WPF ALP INE k1 C 84ACIO 4F MUM THIS DIST" tONf fS HIT* APPLICABLE 0144ISIONS OF *WS (NATIONAL OEM" AL 1 NL : SPECIFICATION PUUt ISHEB Dy: TOE AI(RICAN FOREST ANN PAPER' ASSGCIATIDM) AND TPI. ALPINE: Cr Ari COMNECT41S ARE "ARE OF 2"A AST* "63 4440 SALT. STEEL, WEPT 4S NOTED_ APPLY CONNECTORS TO TOT AD _ 37 . 0 PSF sEQ i 34831 EACH FACE OF TRUSS, ANN UNLESS OTHERWISE LOCATES 00 TOTS DESIGN. POSITION CONNECTORS PER NRANIWA 164 A -I. IRE SEAL ON IRIS ONANINB INDICATES ACCEPTANCE OF PROFESSIONAL EN6INEERI46 DUR . fAC . 1,25 FROM M&K A4iac Emencared Froduob6 IRO. UISPONSIBIIITY SOLELY FOR THE TRUSS COMPONENT DESIGN $ANN, Tilt SUITABILITY AND USE OF THIS H Cikv FI. 33JU COMPONENT FOR ART PARITCBLAR BUILDING 13 TOE WESPOMSIDILITY 9F TMEBOICBIN6 DESIGNER. PER 'ZOAPINr, 9h (1* .IRFF - IR77001 710 op ;chord 2x4 SP #2 N 120 op at chord 2x4 SP $2 8 within Webs 2x4 SP #3 8C DL- n lieu -of structural panels or rigid ceiling use purlins: to brace TC @ Right 4- OC, BC @ 24- UC. VC, rra.oc. E 7-98, CLOSED bldq,`not'located 1, EXP 8, wind TC OL-5.0'psf, wind` nd pressure. Deflection meets Lj14U IIYe ally L/1— LUT.dt luau.for dead load is 1.00. i� 4X4 0' L 6 F_ 3-10-3 2X4I 2X4(Al) 2X444 L*-1-8-5 -�----7-0-0 Over 2 Supports---- Rr106 PLF U-39 PLF'W-4-7-8 R-30 U-219 PLT TYP. Wave TPI-95 Design Crlt. TPI(ST01 6.13 QTY:1 ,N"I -'1 - E - - Scale —.375' Ft. 'il11RiFIM6** " M SSES SE95IEE EXTREME CARE in MARANO. VAIMLINS. SNIPFIN IMAM" Aid TC LL 20.0 PSF REF R081 ' -88960 BRACING. A£FER TO NLN-RL t#ANOLTNN IRSTALIA" AN *NACINN}. P#LTSNER OY TPI (TRUSS PLATE IASTITOTE. 623 O'ONOFRIO OR., SUITE 20. SOTS". #i 53TE0}, FOR SAFETY PRACTICES PAIDit TOTC P£RFORNTNR T#SE FUNCTIONS. UNLESS OTNFRNTSE 1601"TE*. TOP CNORN SHALL NAYS. 02MMY ATIAC#O ElL 7 PSF EIATE �1. /Qb/U3 STRLMCTNRAL PAUL$. *OT1ON CNORN SNAL, MOE A P40fE*0 ATIAC#O 91619 CER106_ $�. ��.... '��.:.�-#1SF... ���. t€CU5R081 ti3QOt2$$ +*;iMORTANT** fNRRLSR A COPY OF T#IS #SIRN lO IRE INSTALLATION CONTRACTOR. Atli# £M6I#EREN PROOKTS. 10C. SMALL NOT 9E RESPUNST#E FOR ANY DEVIATION FROM TNT$ DESIGN. %NY FAILURE TO t� ii11 NUTEO TAb 124MS IN CONFO MACE #11* TPI; OR FA#ICAT1*R. *A#LTNN. SNIPPING. INSIALLIM AND � BC LL 0.0 PSF HC-ETYF3 JWC/WPF' I E1 3 li "ACIM OF TRNSSES. TN}S DIST" EMMAS NIT# APPLIUOLE ►20VISTURS OF ADS €SATI NAL #EST" 7� L T" i IY SpECiF CATIU# MJISNEN SY TIE ANC*ICA* FOREST AMB PAPER ASSOCIATION) A# TPI. AEPERE ' (T, Lp, 37. U PSF. S£QN - '34838 CONAECVOkS ARE NA# OF "$A ASTN "63 =48 NALY. STEEL. E%CEPT ASNO 'T£D. APPLY CONN£CtOA3 TO EACH fACE OF TR4SS. ANR MISS OTNERN}SE LOCATED ON TAT$ RE5ISR. POStiIOA CUR#UM E PER � � F�C. � 2� FROM � � _ PRARIMeS I" *-I. IRE ,SEAL OA INIS URANING INDICATES ACCEPTANCE OF PISFE ORAI E*R6I# EtI*R6 i rtLIP'T`UP ')A fl- (50624-013 2361A - E37F) THIS;OV6 PREPARED FROM COMPUTER INPUT (LOADS A DIMEMSIUNS) SUO"IIitU tlfi aauaa nrh. Top chord 2x4 SP #2 N 120;mph wind. 11.43 ft mean hgt, ASCE 7-98, CLOSED bldg, not located Sot chord 2x4 SP #2 8 within 4.50 ft from roof edge, CAT 11. EXP 8, wind TC ELL=5.0 psi, wind' Webs 2x4 SP 3 8C DL-5.0 psf. In lieu -of structural panels or rigid ceiling use purlins: to brace TC Right end vertical not exposed to wind pressure. 24 ` itC , BC @ 24' QC . Deflection meets Lj240 live and Lf180 total load. Creep increase factor" PROVIDE ( 2 } 16d COMMON NA#LS,"TOE NAILED AT TOP CHORD. for dead load is 1.00. PROVIDE ( 2 } I6d COMMON MAILS, TOE NAILED AT BUT CHORD_ 2X4 12- R=11919 tt=180 6 j 2x4 1 3-10-3 9-4-0 2x4 R=47 u-180 2x4 (Al) _ . i2x4 I L,-1-8-8 ►_� -5-4-4 -- ---7-0-0 Over-3 Supports-� R-362 U=180'W-3.6` PLT TYP.' Wave TPI-95 Desi n Crit: TPI STD 6.13 TY:i NI - 2 - E - Scale •xARxil :•• lamSS£s K"IAE EITRExE CAPE IS FA6RICAT244. MIMtYxs, sii►►I#. IMAM" AM TC IL 20.0 PSF REF R081--88961 iluClrB= R£F€R to qIB-9I "OtIM VASTAU MB AM UACIM) FOUISil£9 9Y TII MfISS TCAEE IMSTIfiil7£ 563 6'.'t+xOFRiO 9R.. SkifiE Phi. tiA6I54x. YI S3TIi), FOp SAF£fiY PRA£fiIC£S tlldt i6TC DL .: " PSF DATE 01106/03 s-__ ...,..- .....-..-..�. .«tic sn�.Wree t.nr�.rre :.• 1— -.11 ritr s2MMY ATI&EVE6 �rs�... ' ALPINE RING 1 Tills BC DL 11 37.0 P SF 1.>2S 006289 rF 81_ZlO (50624-03 2361A - Cd58) . .... _ ..._.. -- Top chord 20 SP 2 N 120 Mph Wind, 10.93 ft mean hgt, ASCE 7-98, CLOSED bldg. not 'located Bot chord 2x4 SP 2 N within 4.50 ft from roof edge. CAT 11, EXP B, wind iC i3t=5.0 psf, wind' Webs 20 SP 3 BC OL=5.0 psf. In lief -Elf 'structural panels or rigid ceiling use purlins: to brace TC @ Deflection beets L/240 live and L/180 total load`. Creep increase factor 24" 41C, BC 024" tIC. for dead load is 1.00. , PROVIDE ( 2) 16d COMMON NAILS, TOE WAILED AT TOP CHORD. PROVIDE 2 } Ibd COM ON MAILS, TOE NAILED AT BOT CHORD. I i 11-10-4 6 R-52 11=180 2X4 I T 2-10-3 -4-0 R-9 U-180 2X4 (Al) 2X4 t.1- 8 - 8-,J , 3 - 4 - 4------ f4_5-0-0 Over Supports_ R-308 U-180 W-3.5` PLT TYP. Wave TPI-95 Ilesi n Crit: TPI STO 6.13 €tTY:I Ili -,1 E - Scale —.375" Ft. *AARAINE4** IMSES REooI E €xTNENE CARE 11 FABRICATIDN, HA-0LiN4. SHIPPTOG. INSTALLING Am TC LL 20.0 PSF REF R081- -88962 "RACING. If Elk TO NIB•Ot 'EHANDLIRG:TNSTALLING AND NRACINGI, PSOUSNED SY TPI (MOSS PLATE INSTITUTE. 583 D`OBOFRIO OR.. 5#111 1". NAGISOV. BI 53M)- FOR SAFETY RAC11"S "'Olt to PENfo"j" TM£SE F"CILOO5 YMLESS OtBENNISE IMICAT€U. TGP CMDD SMALL SAPE'PDOPERLY ATTACKO IC I)L 7.D P$F DATE U1/fl6/{ 3 STRUCTURAL POLLS. MOTTO" CMORD SMU MATE A PROPERLY ATTACK# 01610 CEIL£RG.. : P -.IMPORTANT*" FORUSN A COPY NE 1015 #EST" TO TOE IRSTALLATIOD COYTRACTOR ALPINE ERH1R£ERED BC DL IQ. D ITSF DRW NCUSRtI$i fI3EIEI6290 ftepKIS. TNG. SMALL DOT BE RESPONSIBLE FOR ART DEVIATION fROM THIS DESIGN; ART FAIME TO BDTLB TBE TRBSSfs TN CAUNORMARCE HIIN TPI, OR FAStICATISS. UARDLIBN, SNIPPING. INSTALLING AND ` LL, D.0 PSF IIC-ENG AIWC/WPF ALP (} '{ j}( E. BRACING OF TRNSSES. TNIS DESIMI CO*Fft%S WIN APPLICABLE YNOYT5IODS OF IDS (OATIORAt DESIGN � , TL i 1 N 5PECifiGAT104 POBLISRED BV IRE AK41CA* FOUST'AND PAPER:ASSOCIATIM) AID TPI. "PINE pp �A CONNECTORS ARE uAOE OF IQ" AST" AGS3 MAO GALY. STEEL. EXCEPT AS *OTEO. APPLY COSUCTORS TO � TOT.I.D, 37.0 PSF.: SEON - 34840 EACN FACE Of TRUSS, AN UNLESS OTMOVISE LOCATED OR THIS DESISA. PGSITION COANECIORS PER IiRAA11 5 160 A-1' IRE SEAL 04IRIS 8RAING 101CAIES ACCEPTAKE OF PROFESSIOItAL EII NE111DS @�1R.FAC. 1.25 FROM MGK CON AE .:..�C ; "" .:• T„n,: *s c"nresuTa TTV s c,r cat :7NF Ta Nss COWMENT &EST" SOw[R. THE: SVITANILITY ADD USE :. OF THIS r. « .r nocotorn ronm rnMPUTFR INPUT (TOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (50624-013 2361A - CJ3B) Top chord 2x4 SP #2 N ',Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24' OC. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT 80T CHORD. 120 mph wind, 10.43 ft mean hgt, ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT 11, EXP B, wind TC OL-5.0 psf, wind BC DL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. C53g 2X4 III 6 10 R=-49 T 49 Ua180 1-10-3 9-4-0 R=-62 U=180 2X4(Al) 2X4 N L,-1-8 8— a a>) 3-0-0 Over 3 Supports / —� R-333 U-180 W-3.5' / .� (1 ILT TYP. Wave TPI-95 Desi n Crit: TPI STD 6.13 _ QTY:1 HI - 1 - E - - Scale —.375" Ft. •'YARNING" TRUSSES REOU[RE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING ANO ! C L L 2 ).0 P SF R E F R 08 1 - - 88 9 6 3 IRA [NG. REFfIt TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1. 583 O'0 MID OR., SUITE 100. MAOISON, NI 63719). F04 SAFETY PRACTICES PRIOR TO D PERFORMING THESE FUYCTIONS. UNLESS OTNERWI SF [NOi jA7E0. TOP CHORD SHALL NAME PROP E0.IY ATTACHED T C I}L 7.0 P SF DATE 0 1 / 06 / STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 8C DL 10.0 PSF DRW HCUSR081 03006291 -"IMPORTANT"• FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ej'+ PRODOCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO � � BU[LO THE 7RUSSES iN COYFOR"ANCE YI7N TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND 'r - 6 C L L 0.0 P SF H C - E N G JW C / W P F ALPINE BNAC LNG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN *' SPfC[F.ICATION PUBLISHED BY THE A"E0.[CAN FOREST AND PAPF0. ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20" AST" AB53 GO 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 37.0 P SF S E Q N - 34841 EACH FACE OF TRUSS• AND UNLESS OTtlENVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PIR DRAWINGS 150 A T. THE SEAL ON TNTS ORAY[0. INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING r, ,' D UR . F AC . 1 . 2 5 FROM MG K Alpine Engk—vd Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS � -.. Haim City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER bN Ll SPACING 2 4 .0 N J R E F - 1 R Z 7 08 1 _Z 1 O FL:CatificeteofATltlLOTilslicn9S67 ANSI/TPI 1-1995 SECTION 1. --- 50624-013 2361A - PB1) jITop chord 2x4 SP #2 N Bot chord 2x4 SP #2 N IIn lieu of structural panels or rigid ceiling use purlins: to brace TC 24' OC, BC m 24" OC. REFER TO HCUSR081 011310243 b 01310190 FOR PIGGYBACK DETAILS. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 8.76 ft mean hgt. ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP 8, wind TC DL-5.0 psf, wind BC DL=5.0 psi. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 6 f__ 3X4= 3X4= 6 2X4(D1) = � 0-3-8 2X4(D1) = 0-3-8 � �8-0-0 11-10-8 I 4-3-0 11-10-8_1 ----8-0-0 Over 2 Supports 31. R-296 U-180 W-3.5" R-296 U-180 W-3.5" PLT TYP. Wave TPI-95 Desi n Crit: TPI STD 6.13 -WARNING" MUSSES REOUIRE EXTREME CANE IM FABRICATION, HANOl1N6. SNIPPING.. INSTALLING AND BRACING. REFER TO 010-91 CMANOLIMG INSTALLING AND BRACING). PUBLISHED BY TP1 (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200, MADISON, WE 53719). FOR SAFETY PRACTICES PRIOR TO _ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACXEO STRUCTURAL PANELS. BOITON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "'IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH iPl: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONREC TORS ARE MADE OF 20GA ASTM A653 6940 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE. OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAWIN6S 160 A•Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine l Engineered 1TIOdnOL8, 1[IG. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW,. THE SU IIAB ILITY AND USE OF TMII Hairs City, FL 33M COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE 6 IL01N6 OESI6HER, PER FLCa[hficgteOfAndw6zafion#567 ANSI/TPT 1.1995 SECTION 2. T51 _ QTY:'L H1/-/1/-/El- �/- TC LL 20.0 PSF TC OL 7.0 PSF rFRP BC OL 10.0 PSF 6C LL 0.0 PSF t�.cfl�3/J I TOT.LD. 37.0 PSF DUR.FAC. 1.25 �orilni." SPACING 24.0" Scale—.375"/Ft. REF R081--88964 DATE 01/06/03 D RW HCUSR081 03006292 HC-ENG JWC/WPF SEON - 34842 FROM MGK JREF - 1RZ7081_ZlO 50624-013 2361A - E37 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu.of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24' OC. K" 2X4 N 3-10-3 I L-1-8-8-J -----7-0-0 Over 2 Supports—� R-352 U-180 W-3.5' R-166 U-180 Wave TPI- ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL certificate Of AOthonzatiOn N 567 sinn Crit: TPI(S THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 11.43 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 psi, wind* BC DL-5.0 psi. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total ,load. Creep increase factor Tor dead load is 1.00. *9-4-0 6.13 -WAMMIMb^' 8A AC INC. REFER TO NIB 91 (NANOLING INSTALLING AND BRACING). PURL ISHE D 8T IPI (TRUSS PLATE 1.S1. 11 . 583 0`0N0fRIO OR.. SUITE 200. MADT SON. W[ 53T39). FOR SAFETY PRACTICES P0.10R i0 P ERFORMINfi To SE fUNC TIONS. UNLESS OTHERWISE INDICATED, TOP CNORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. goITOM. CHOR.O SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHER BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP I. ALPINE CONNECTORS ARE MADE Of 20GA ASTN A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 5UITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSITTPI 1-1996 SECTION 2. QTY:S H1!-/1/ /E/-I 7 TC—LL 20.0 PSF TC OL 7.0 PSF �T P..��y'� BC DL BC LL 10.0 PSF 0.0 PSF 4 R°R TOT .LD. _nuR.�Ac. 37.0 PSF 1.25 SPACING 24. OR Scale —.375"/Ft. REF R081--88965 DATE 01/06/03 D R W HCUSRO81 03006293 NC-ENG JWC/WPF SEQN - 34861 FROM MGK JREF - 1RZ7081_ZlO >R PLOT PLAN * DESCRIPTION: (AS FURNISHED) A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST; THENCE N89'31'41"W A DISTANCE OF 790.06 FEET TO THE POINT OF BEGINNING; THENCE S00'28'19"W A DISTANCE OF 115.00 FEET; THENCE N89'31'41"W A DISTANCE OF 60.00 FEET; THENCE N00'28'19"E A DISTANCE OF 115.00 FEET; THENCE S89'31'41"E A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.16 ACRES t. NOTE: TRACT "E" POINT OF WE DO NOT ACCEPT RESPONSIBILITY FOR MAINTENANCE & ACCESS COMMENCEMENT ANY ERRORS THAT MAY OCCUR FROM THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE USE OF THE UNRECORDED / PROPOSED 60.00' NORTHEAST 1/4 OF SECTION PLAT THIS PLOT PLAN IS BASED ON. °?,� 18-20-31 --------_-_-- S$9'31'41 "E N89'31.41-W o� 10' SCREEN WALL EASEMENT 790.06' PROPOSED r - LOT 8_-- u DRAINATGE TYPE A 13.3' ..'.. 22.0' L 2.5' 92 + W 50 00' O PROPOSED o00 L 0 T 7 Ln S`J O O Z 5.0' PROPOSED 2361 �+ FINISHED FLOOR ELEVATION-43.30 g «T � o rr 20.7' 5.0' T POINT OF BEGINNING 9-w 00 . PROPOSED o LOT 9 O V) -5.0' 1" 30' GRAPHIC SCALE 0 15 30 . `DRIVE' N ------------- 9jT0 II 10' UTILITY EASEMENT ry II Q DDD N89'31'41 "W 3 60.00' Flo NIA Olry 1 352.85' i 600. 39' PT S89'31'41 "E 953.24' PC MAGNOLIA PARK TRAIL TRACT "A" �O SpRppWQLIA PARK , FLOOR U,ttSS NT OF �,Yo` j'N Br .{ (,`1i A��� �1 T v�j LOT 8 CONTAINS 6900 SQUARE FEET t BUILDING SETBACKS MUST C 1 L#'"( �t�1�Fi$S THIS STRUCTURE CONTAINS 2762 SQUARE FEET t FRONT: 25' C©�1Y 1�� i\,1� TOTAL CONCRETE 701 SO. FT. t REAR: 25' O1 INIS p' pRo\ ED TOTAL SOD 3437 SO. FT. t CORNER: 15' O`T LEGEND - - BUILDING SETBACK LINE MLW PREPARED FOR: - - CENTERLINE POB POL - - RIGHT OF WAY LINE FCC D.R. HORTON PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW OR PD 1. ELEVATIONS SHOWN ARE PER LOT GRADING O CONCRETE A PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS L C B LS LAND SURVEYOR PC PR PERMANENT REFERENCE MONUMENT pi PCP PERMANENT CONTROL POINT PRC THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (MP) ER PLAT MEASURED PT IYP ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (CALL) CALCULATED A/C THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FND FOUND CBW LIST FOR CONSTRUCTION. C/W CONCRETE WALK RP All BUILDING SET BACK LINES SHOWN HEREON IS PER DATA S/W CP SIDEWALK CONCRETE PAD R CS FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES PB PLATBOOK C ONLY. s GE W THIS IS NOT A SURVEY NO NATURAL GRADE B THIS IS A PLOT PLAN ONLY SQ. FT. SQUARE FEET I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 8 AS BEING S89'31'41"E PER PLAT. (FIELD DATE SCALE: 1 = 30 FEET APPROVED BY: WRM REVISED: AMERICA I SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (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 RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 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. JOB NO. ASM40158 DRAWN BY: PLAN 2-18-03 JML FOR THE FIRM ILLIAM R. M SCATElLO JR. PSM�#492b DATE - 1 ONE er WOOD BOCK BY OrNERS CAULK. BETWEEN VINDOV FLANGE - L VOOD BUCK I STUCCS -- 1 BY OTHE + PERINE TER I CAULK BY OTHERS R1GED VVM GLAZING BEAD It CT7PJ DOW AST) C,,,,, BE; V£EN CONCRETE Q' voOD BUCK L NA$ONKtr OPENIr+G �' NaS'r. OPENING By OiHEP.S / g- DTHEP: 1 njj / 1-1/4, HIM c�t 4 EMBEDMENT tt TN<TAL! wi ON ANCHOP 3/16" DIA. TAPCON SHIN AS EEO'D. 1/4' MAX. CSEE NOTES) CAULK KTWEEN WINDOW FLANGE L PRECAST SILL v/ VULKEN H6 ADHESIVE CAULK. OR APRV'D. EOL. pER1METER BY OTHERS / FLANGE TYPE WINDOW FRANC HEADER GLASS /-(TYP,I (SEE NOTES) E� (SUCK Ir_ IGM r> FLANGE TYPE VINDOV FRANC SILL T a`•/ 1-V•- MIN -- (¢VCK VIQTM) EM 3_pv[Mi INSTALLATION ANCHOP ONE 91 WOOD 3/16' DIA. TAPCON c� BUCK BT OTHERS STLKEO Br THE R'> SHIN AS REO'D, F IGID VINYL 1/4' MAX. C (SEE NOTES) GLAZING BEAU (TTP.) GLASS (TTPJ(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN p WINDOW FLANGE PERIMETER L WOOD BUCK CAULK BY OTHERS W.V. (v(NOOV WIDTH) CAULK BEIVEEN WOOD BUCK L MAS'Y.. OPENING BY OTHERS SECTION B-B CONCRETE OR MASONI.Y OPENING BY OTHERS 9 4 TTTTn1111 W.W. :AST SILL /'� • 1 w OTHERS C B I C O NOTES SECTION A. -A II 4 raj 1) SNW AS R£OD. AT EACH INSTALLATION ANCHOR. MAX ALLO kaLE S,.M STACK 10 BE 1/4•. D — E FL a1`w• 7 2) vnNDOw fPJt1E HwaTERu1L: ALUwNA1M ALLOY 6063 /� 3) INSTALLATION ANCHOR MUST SE OF SUFFICIENT LIM. TO AC'I;�N`- / A, metc EM?EDMENT OF 1-1/4' INTO MASONRI OR CONNCR 4) USE SK.BCONIZED ACRYLIC CA(AK BEHIND w9400w FLAINGc ' rE-•D p I � K h JAMeS. S&L MVST E£ ATTACHED TO THE SuS TRAT WT-I LJ VULKEN 116 ADHESIVE CAULK OR APPROVED EOIJ4 5) USE SILCONIZEO ACRYLIC CA:xK FOP. PERw;tEF. SAL AR,,:;N;, 4/'H V f _ !' EXTER�R OF w-DO. FL -:AIDE 6) If EXACT W,,DOvI SIZ_ S NOT LIST70 IN ANCHOP CKARt USE 17 ANCHOR C!JANTITY LIS,.ED WTH M<KT L4RG£� SIZ_. FOP 1 APPROPRA7E RESIGN PRE"LIP£ REO'C• / 7) GLASS TKNCKNESS MAY VAP.-r PER THE P.EDL:IRENENiS Cr A.t*+ E1300 GLASS Ct"iS I I I i C'a IIDu: D) LETTER-ESATIONS ON THE TAON LOCATION C-Pt C,HPC wHEPE TA: --CON ANCN+ORS A<£ TO BE tNSTAL'. x Lm u,:-. TAPCON LOCATION CHART CALL BUCV. LOCATIONS IN HEAD LOCATIONS IN JAMB 30PV To 40F17 4 I Fv TO 7OPSr 3O.V TO 4C/. 41IV To 70ov SIZE SIZE 12 +a N/a A 25 8 E f& r,G 13 Ia 1/3 a 37 3/6 6 B r.G F.c 14 Ie In X .9 5/6 8 B F.G F c 145 le 1/8 i is I/4 e e FA F.G F.c F.c 15 16 Is 1/I X 62 la 1/8 X 71 8 8 IT B FIG F.C.HJ 17 I I a : 3 FO rGJA 1.2 TS //2 [ ri 8 e e B F.c FIC INS 25 X 3725 8 e FA F.GJNJ M4 3/2 2$ 3/2 K 49 S/a X SS I/a B e r.c F." TIN S 2S 5 1 - 2S 1/2 X 62 8 e f.G r,GJ•1 INS IN6 TS //2 X 71 8 e FC F.G!U IM7 25 1 2 A al 8 B F.c.J.K F.GJ.K 30 3/2 • 25 M 1/2 X 25 a e FG f& 3D 1/2 . 36 3/8 29 1/2 K 37 3/8 e e e F F.HJ 3o 1/2 . 5o S/a 29 1/2 i 49 5/8 B B F.c F.Gt4! 30 1/2 . 56 1/4 29 112 X 55 1/• e 6 F,G F,O.H.t 30 3/2 . 63 29 1/2 X 62 X 71 e 8 FF.c F,G NJ 30 1/2 . 72 3D 14224 29 1/2 29 1/2 X e3 e B f,GJX FGJX 36 A 25 B B rc FG 23 M X 77 3/e 8 ¢ F. f.GI+J 24 34 a 49 5/a e ¢ F,G F.GJ(J 245 36 . ss V. M X 62 6 B FC H) F.C1(1 25 M X )I B B F.GJU O.Ei,GU+! 26 27 36 X 83 E B F,G,J.K F•G.NJJ.K a a26 41 X 25 e ° 8 f,G F.G.NJ •2 • 3e 3/9 o X 37 3/1 B 9 f.G F,G,H) 42 . 50 SO •1 X •1 5/1 FF1+.1 F,G,MI 42 . S6 1/4 oat 5661/• 6 6 F. ,f_F O 42 63 st K 71 8 8 F.GJKJ -.h j D.G,HIJJ,K 42 . 72 a . 84 41 X 63 8 F,GJX sa 26 4: X 25 5 A.0 C, mi •L . SL 3/a B r U • 50 5/a •) X 9 5/3 A.0 FG!Nt F,GJIt . 56 +/• •Ha7 X361 B A.0 F,Gl1.1 D.E.f.G.Nt a, 53 47 . 71 a A.0 4L . 72 a7 K a3 P of F % D f r as 32 < SI t/3 XIS B A,C F,G rG f,L1 FG.Nt 33 `•t +/6 A 31 s/a a A.0 A.0 F.L.Nt F.G.Mif }a S. I/a 4 9 S:a +/• a 8 Ar F-G,�t D.E,i. 345 52 1/6 K 5<_ A,C L.Mt O.E.F S5 5_ ./a K 62 a 71 a AC F.G!1t D.E.f. )j 5? /a AC rGJ.r OEi� 5' 1/5.61 _ 3, SI_E NC- ArGLaaE IN ICOO CP 1:00 S,:I(, Ex ERIO=. ELEVATION AS A KET 5) ALL FAC7^Py APPLIED `OLE S NOT GESIC40 rjP. FAPCCNLam ' I ANCHOc SIOULD EF FIL 3 wtTH f SraTo PRNr. wN /.. w M901_r aN fatal x/ I I ID) ORIDA 0141D Hr < NP4IN I i J HLINC 11 � r - r. INTERNATIONAL. INC FLORIDA E`�TRUDER� SANFORD. FLOPIDA I!T_c ,'S7- ro 1 c _ r , 000 i500 w 0Q0 a" sm CoNCRc Ic OR ycnl MA;OK:T D,NINE aI orHi�. INSTAL! ATIC. AmCHCP 3/16• DIA TAPCON v IT WOOD BUCK SY OTHERS 7 CAULK BETWEEN WOOD BOCK L MAS'Y. OPENING BY OTHERS ICCO BY OTHERS 4LLOwASLE SHaM STACK TO BE 1/4- 7 SUFFICIENT LTN. TO ACHIEVE wIN. ;E AT HEA0 G- JAuss SILL MUST BE :HULK OR APPROVED EO'JAL. ARG,,TO EXTEPIOR Or WNOOw FLWGE USE ANCHOP. OUANTITY LISTED WITH E REOTI F ASTU E13W CLASS CMAFTS s I. O.C.. !z SCREwS OF SUFFKIEN: ( S�OuLO 6E INSTALLED. )wM. T!t.S PINT ALSO APPLIES TO iME TENTS : SILL MUST COVPLY vnM SEALANT A STRUCTVAL T«0 ow000 BUCK, - MIN. r c-ro 1ENT IALUuIN'JN) TUFT MIJLLtGN SE ED E P5 INTERNATIONAL. INC SANFORD. FLORIDA u/ prlt_ zly UCK S_r.rS i001-1 2 2000 — APPRO%E0 c. AG . O"c e+ W000 BUCK BT OTHERS E AUIM. BET V£EN v1Np3v FLANGE - t VOOD MUCK 1 STUCCO 1 ST OTHERS I PERIHETCR I CAULK IT OTHERS RIGtD VL(TL GLAZING BEAD { (TYPJ IOW J4T) CAuLr BETWEEN CONCRETE CL- vOGD SUCK 6 HASOiIRr OP(NInC j- NAS+. LY'ENING BTl1OTH.ER<_ � 9• OTHEP: 1-1/4`IN EnBEDNENTENi INSTALLATION ANCHOR 3/16. DIA, TAPCON CAULK BETWEEN WINDOW rLANC L PRECAST SILL V/ VuLICEN 916 ADHESIVE CAULK, OR APRW-O. COL. PCEWtER CAULK By OTHERS / SHIN AS REO-D- 1/4- NAIL (SEE NOTES) FLANGE TYPE W1Noov FRANC HEADER GLASS /- <TYP.) (SEE NOTES) £� (SUCK HEICy.T) FLANGE TYPE VINDDV FRAME SILL _ T 2v (BUCK .[By.) INSTALLATION ANCHOP OiE B+ VDOD 3/16- DIA. TAPCDN 9UCK Br DIKRS $T BT SHIN A, RCO'D. MID VINYL 1/4• MAX, GLAZING BEAD (SEE NOTES) GLASS (TYPJCSEE NOTES) FLANGE TYPE WtHBOV FRANC JAM3 CAULK BETWEEN I r D n ri WINDOW rLANGE o t VOOD 81JCK PCRINCTER CAULK BT OTHERS W.W. (WINOOV WIDTH) CAULK REIVE.EN WOOD MUCK I. HAS'T.. OPENING By OTHERS SECTION B-8 CONCRETE OR NASOMPT OPENING By OTHERS 9 W.W. :AST SILL c A IY OTHERS r• -`- '0 ,� SECTION A -A BI c 1) SHIM AS REO-D, AT EACH INSTALLATION ANCHOR. MAX ALLDWkmL_ �— + •"'�/ SHIM STACK TO BE 1/4'. C �— E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1 r— —, �-V MI 3) INSTALLATION ANCHOR MUST SE OF SUFFICIENT LIH. TO AC�1£,+E I ' .� N. EM@£OMENT OF 1-1/4' INTO MASONRY OR CONCRETE A'r s) USE SCICOH12E0 ACRYLIC CAULK BEHIND WINDOW rLANGE A: HEAD r'S Alz Ly h JAueS. SILL MUST BE ATTACHED TO THE SUB37RATE with VULKEM 116 ADHESP✓E CAULK OR APPPOvtD ED•JAL. ♦' •O � 5) USE SIL1CDw2E0 ACRYLIC CAULK F+jP. PERIM_i%P SEAL ARGLN;, 1,j ExTER)DR OF WINDOW FLANGE, F G [� 6) K ENACT WINDOW 512E IS NOT LISTED w ANE:tQF E:.:.Ri. V$_ ANCHfOi C•JANTITT 115'E0 Wn7H HEKi LARGE:^. <,7 :_ FDi APPROP=:);c DESIGN PRE__uPE REOC 7) GU=S T+KKNIESi MAr vAP,r PER THE F-EOL7REv=-HIS Ai;v E1300 C.Ass CHARIS �) I e" J v e) LETTER-ESICHATIONS ON TALE TAPCDn ,r}:aiIDN E�APT v+0,::.: 11 1 WHc TA{ON ANCKO S ARE TO BE INSTAL ; x N U E%TER1D- _LEVAT10N AS A x Ey 9) Au FAC ;a?T APPLIED Otc< NO O£sc,u O: i Cn � •(!7j ANCHL . SHOULD 6F FI__c3 wliH p Srp.c- _ :° TO PR9v*.CE 6IH /.. w-MBEJM£N17 IN ry:q uc" 13) PLORIDA =i UD ,.0 $E=G_i i,N(, < <;g :-�S P41N A Sc -P iE . - /JHf+J R L' .' Y TAPCON LOCATION CHART CALL BUCK ILOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30P TO .Oa;: 11., TO 70PSF 30oV TO 4GNsr 41I: TO 70osr 12 9e 1/3 1 25 8 B F.G F,G 13 4a H/e 1 37 B Fc F,G 14 1. 1/a a 49 S/a 8 B FA F,G 145 V. 1a 1/3 [ SS V. B e rc Fc IS is 1/4 = B e Fc Fc ib 1a I/a 1 )1 B B f;G F.GJU 17 1 1 a A a1 fG rGJx A Is 1/2 1 2s B e .G IH3 25 1/7 1 37 3/6 B B FG i,G IH4 21 1/2 1 49 S/A B B Fc FGlIJ IN45 2s 1/2 1 ss 1/4 B 8 Fc FFJIJ 1115 25 1/1 1 fi 8 8 Fc r,GJ:J tH6 25 1/2 1 71 B B Fc FG•HJ IN7 25 1 2163 B 8 F.GJ.K F,G,Jx 30 1/2 . 25 29 1/2 1 25 8 30 1/2 . x 3/6 I9 1/2 1 37 5/8 8 8 Fc f.G 30 1/2 . 50 S/e 29 112 1 49 5/8 a B r� F,G.HJ 30 1/2 . 56 1/- 29 112 1 55 1/. B B Fc f.G,HJ 30 //2 . 63 29 1/1 1 42 a 6 F,G r c.nJ 30 1/2 72 29 1/21 71 8 6 rc.JIJ F,GJ1J 30 1 2 . 64 29 1/2 = 83 e 8 F,c,J,K FGJ.K 22 36125 23 31 = p Le B 6 F•c F,c 24 34 1 aY 5/4 8 e Fc FG�+J 245 36 = ss V. B B F.G F.G.1U 25 361 62 6 a Fj.") r.G!(J 26 36 1 71 9 a F,G,H.1 O,El:W(J 27 36 1 63 e 8 FF.Jx rc,HJJ.K 4 a 41 1125 a =• 42 . x !/6 u 1 32 3/e B B F,G F.G.- 42 . 50 S/a s/e 8 9 FG F.G.H) .2 . 56 1/. .1 1 55 1/. 8 £ F,G,N 1 F.G,H,1 42 . 63 41 1 62 B B F,GJIJ D•E.F4,H.1 42 72 41 1 71 6 6 F,G.NJ O,U.GhA 4 , . 41 1 63 8 f.GJ.K F•GJIJJ.x 4a . 26 47 1 2S 5 A.0 •.. Q . X 3/S 47 ■ 3' 32 a A.0 F,c rc. .a . so 5/e •7 ,4 5/3 e ' C F M-( F.0 MJ Sa /. -4B •7 s5 ,/• ; o A.0 f . 63 47 t 62 8 A.0 f,G +IJ O.E.F�D•J 41 . 72 47 1 71 8 A.0 FcxJ O.E.FL,4j A. a 7 : 83 P ) F K D F H. 32 52 Va = 25 a A.0 !'.G FJ: 33 42 1/a 1 37 3, 6 Ac ..L f.GH,I 3. 52 1/2 = 49 5/e F A.0 F.G.,..J F,c.H+, 345 52 1/9 1 5S V. 9 A.0 F,C..4 0E.F.G .) 31. 52 1/a a 62 c A.0 FCJI.I 0.£.F,GMJ 36 52 I/e • 21 a A,C F.GJ1J D.E.FG.H,1 37 S2 I/3 • 67 A.0 r c i r. I O.ES.G.JIJ,K 37 S1_E NO: cIAL. --L- w ICCO Cr 1iC SfmC> FLORIDA EXTRUDERS I TE FLORIDA J _ . 3�,MN- BY CONCRETE OP MASONRY OPENING By OTHERS ONE BY VOOD BUCK BY OTHERS CAULK BETVEEN ` vINDOV FLANGE t VOOD BUCK 1 S Tt)CCO tr OTNCaS PCRIHETER CAULK By OTHEP.`. GLASS (TTP.7 (SEE NOTES) vx "ANDOV MCI& MT) INSTALLATION ANCHOR 3/16- DIA. TAPCON /CAULK BETVEEN VOOD FUCK t NAS'Y. OPEMIMG p By OTHERS GLASS (i rP.) 1-I/4• MIN. (SEE NOTES) p C ENeED)EMT ISHIN AS REO-D. I/v W1X. (SEE NOTES) LANGE irPE WINDaw FRAME j� W.W. RIDGED VINYL I A -� GLAZING DEAD Bx / IRRiT (BUCK MEI�T,e RIDGED VINYL GLAZING BEAD I FLANGE TYPE vIMDOv FRANC PERIME TER CAULK By OTHERS klir� �. a CAULK vIHDOv F!+CE — C PR:CAS- T_ _ Ee ?w _ n A - f 'B.v 3u (CK V10TH) SHIN AS RED D. 1/v MAX. (SEE NOTES) RIDGED VINYL GLAZD+G ICAO CONCRETE OR CwiC ry.[ni MA SON:T OPENING 3y OTHER; INSTAL!NC ATIGN AHOR / Ll6' Dla TAPCON v / O ONE Br VOOD RICK IT OTHERS v FLANGE TTPE -� VINDOV FRAME v CAULK BETVEEN PERIMETER VI& VOOD FLANGE CµIK i OOD BUCK By OTHERS CAULK BETvE.EN VOOD BUCK t V.v. "S'r. OPENING (vtNDOv VIDTH) 1 Br OTHERS STUCCO BY OTHERS_ SECTION B-B 2.1 D.C. MAX. (TTF.) 6' MAX. (Tip.) I VIEWED FROM EX ERIOP I-2j9! i NOT, S 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW, FRAME MATERv.L ALUMINUM ALLOY 6063. 3) 3/16- D,4, TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LIM. TO ACMIEVE MIN. EMBEDMENT OF 1-1/4" ONTO MASONRY OR CONCRETE. s) USE SILICONKZED ACRYLIC CAULK BEHOND weN00w FLANGE AT MEADJAMSS. SILL MUST 6£ ATTACHED TO THE SUBSTRATE vAIH VULKEM 116 AOHEW- CAULK OR APPROVED EOUAL. 5) USE SIUCONAZEO ACRYLIC CAULK FOR PERIMETER S_•L ARO!'r10 EXTERIDP OF WINDOW FLWGE 6) K EXACT wwVjw SIZE IS NOT LISTED IN ANCHOR CI+A.?T. USE ANCHOR OUAN111Y LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSUPE REO'^. 7) GLASS THICKNESS MAY vARY PER THE REOUIP.EMENTS OF ASTM E1300 -;ASS CHAPTS 6) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 2s IN. O.C.. )g SCREWS OF SUFFICIEN-, LTH. TO PROVtOE MIN. /B IM. EMBEDMENT INTO WOOD SUCK SHOULD BE v4TALLED. o) FLORIDA EXTRUDERS 1000 SERIES FIXED wwDOW IS SHOWN. TONS PINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES F1XEO WINOO'WS. 10) SEE BACK OF THIS SHT. FOR ONSTLN ANCHOP. REOUr.EMENTS. 11) APP!1CATION OF VULKEM 116 ADHESIVE CAULK AT FRAME Sd! MUST Co. -LT HEATH Sr ANT MANUFACTURERS RECOMMENDATIONS 12) W EF~E WV40CW IS INSTALLEO IN MASONRY OPENING WIRY. A STRVCTUAL TWO or WOOD DUCK. USE po SCREWS CF Y_FFICIENi LENGTH TO ACHEvE 1-3f3 MIN. LM?EC'MENT 13) WINDOW UNGS VN 2E MULLED TO OTHER WnTS USING. ALU-NU>s TUC_ MI)LVC.i, SEE MULLION INSTALL00N Sr-!ETS FOP. P.EOUIREMENTS. IA�FLORIDA EXRUDERSNFOR. FLORIDAL TITLE !NSTALLAT:E+n D= t:_ V/ OMi_ f CLACK ;x=D FLAIN'SE V1Nuu'a-- DRAWN 8}' i_ � APPRObE, G„ :0/ SCALY. N;c �DWC __100i'S S,_E7 i SHEATHING BY OTHERS CAULK BEiVEEN WInDOV FIN L�\ S-EA THING INS T ALL A T (EIN ANCHOR X8 SCREv EXTERINISH OR OTHERS —� PERIMETER CAULK J BY OTHERS WINDOW HEIGHT EXTERIOR PERIME T_R CAULK By OTHL•P.S 1 INS iAl'_%•i iUN ANCHO:. :Z V OD SERE, EXT—,O% ,— GLAZING cSEE NOTE 6) 1' NIN ENBEDHENI v00D FPAHING �BN OTHER; I� Ili C cl_<— VinnO'1 _n7 CENT ELopjDA 8.©.A.F. SHIn AS REO'D. ��: W (SE_ NOTES) M/ANUFACTU"R Y/ i.� U�U�' i/A• NAX. MASTER -� ,L SHIM SPACE ' �9v7�TCiD �T75 y YiY6 NOTEGLAZNG 6) (SEE NQif 6) BUCK HEIGHT FIN TYPE WINDOW FRAME 9UCA HEIGHT EXTERIOR FIN TYPE WINDOW FRAME A � rr_'LEVA T 10N VIclN.'S-D FF.C'M _x-,C�IOF — VINMV WIDTH {.-.— 1/-• Y", SHIM SPACE V000 FRAMING X BY OTHERS THING BY O br OTHERS INSTALLATION ANCHOR 88 SCREW CAULK BETWEEN VINDOW FIN t SHEATHING ECTION B S-B PER[eE iER EXTERIOR FINISH CAULK BY OTHERS BY OTHERS B NOTES. 1) SHIM AS REO"D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARWG SHIM. MAx. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE SIUCONZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND ExTERIOP. OF WINDOW FRAME. 5) USE SIICONIZED ACRYLIC CAULK BEHOID WINDOW FIN. 6) CLASS T"CKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS ALSO OUALIFIED. 7) FLOROA EXTRUDERS 2000 SERIES F)xED PHCTUP.E WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ExTW OERS 1500 AND $DOC SERIES PICTURE WINDOW. 8) SPACE INSTALLATKkm ANCHORS AT 6" MAX. FROM CORNERS AND MAx. 2A" O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. VATH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73" x 71" OR 63" x 95' CP I)9• x 37-3/6" MAX. 9) WINDOW UNIT CAN BE MULL--0 TO OTHE:% UNITS USING ALUMINUW TU--: M,ILL'ON SEE NUL'_'.ON INSTALLATION SHEETS rOP =_ iREMENTS FLORIDA EXTRUDERINTERNATIONAL.. RIDA TITLE INSTALL=''1],y "--A!)_ V/ rG WOOD SCREW IX_D i1 I1NJ:_.v — jCf'1=• ?0I0,�IO0V By '13 1 .a"ROVED BY ATE 1/!=/1_ _ :E IDWG $HIM FS RE'U'D INSTALLATION ANCHOR ca SCREW $HEArMI+, (SEE NOTES' BY OTMCP.S ""ILK BETWEEN DOOP FLANGE By OTHERS BY WOOD L S:f ATHING � I v i 1/(' MAX. SHIM SPACE 1-1/8' MIN. EMBEDMENT STUCCO OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS 4I U TEMPERED GLASS (TYPJ "iAi S. DOOR HEIGHT SLIDING GLASS DOOP. FRAME j SILL • 1 / EM2f DMEN: D / j G _ 1-1/4' MIN. d/ I: LI I N -r— DOOR vID;H SLIDING GLASS DOOR FRAM£ JAM , MAX, SHIM SPACE INS7, 11-ATION A&t HOR TvO ?r WOOD c2 SCREW l-1/B MIM BY OTHERS TV EnHEOr•tENT + 0 OO WD By + er D;MEa$ CAULK 9£TvEEN HOOK STRI THINGP i SLIDING GLASS DOOR SMin AS REO"D. HOOK STRIP (SEE MOTES) INSTALLATION ANCHOR 7/- t8 SCREWI-I/8' MIN. TEMPERED GLASS CAULK BETWEEN EMBEDMENT (TYPJ DOOR FLANGE 1 SHEATHING BY OTHERS PERIMETER SHEATHING ' BY OirERS CAULK 8r TEMPERED GLASS OTHERS STUCCO (TYP") STUCCO OR SIDING OR SIDING By OTHERS By OTHERS SLIDING GLASS DOOP. INTERLOCK SECTION B-B HOOK STRIP DETAIL MDT-'; U DOOR NATCRIAL ALWINW ALLOY 6"] WMTTALLATION UREwS Sl 2E 0' S1ff1CLENT LEMGTN TO ACWEvE NW CNSEII,ENT Or 1-1/8" INTO v000. :APCON TYPE WSIALLATION A,C.OkS Al SILL NUST D£ O' 1f SFICIEHT LENGTH t0 ACW:v{ #RM E-NDCDMCNT Of %-W.. INTO NaSm�'rr ORCO-Cme TL Y, INSTAMIAT TON arC,NOR ENARI ON DACIc or iMS SM££7. �) USE SILIC(MZE9 ACRYLIC CAI.. ffH1ND DOOR fLANFL AT MEAD ► lJls S, USE Sh1C(?TIZED ACRrl.1C CAA. for KetNCTCR SEAL ARCWO EXTERIOR 6 DOOR. 6, b' EXACT DOOR SIZE IS OCT LIS 'CO IN ATC,UR CHARl, US£ ANCWR OuANrIT, LISTED WITH alai LARGER SIZE- fOR I,E APINZO RIATE OESVI PRESSt1RE REO'8 1, FW pW.EI DOOR SIZES uSr CLOSEST DIPASS Door SIZE L L'OKIGUR.TK N t0 rV4SKD OPENING e PLACE INSTALLATION AN CMG?S. INO: fRONT Or MOSTRIP AS SMv 8, GLASS T.ICRNCSS NA WART PER REOWRCNENIS Of ASIM E10DD GLASS CMARIT 9, DOOR NIT IS APPROr'ED rrTlKi I£MPERED GLA$S IN SIMCL£ GL•ZED OR lNS1AAil,C GOATS TO, l NB / SILL CORNCRS AX_ TO 9E SEALED vlf- A SN-LL ALNr S£AN SEALED. Il, S.1.1 AS RCO'D a; EA SEi O: INSTALLATION ANUNORS. —1. ALLOvAIOLE SHIN STACA 10 IE Ii N'. 1Z, ALL INSTALL -%!ON —COO;T MUST r N:.00 Or c5m;KW RESISTANT HATEP:ALT 1), L ,ERE ".• RE?RE;ENIt PGvJ C Px(_ —9 -0' REPQE;ENTS FIRED FAN£L .PPRO+KD �/ F['j� '' II _ CONFIELR.TIONS ARE -; L!SiE9 M9N ARCNq C` Pt D'N W. OF THIS SK_I r /� T 1 ♦ l..! V L ``/ IrTi f 10 ' T) I•, IQ; ALL C0N'TG.RArl() N; L:T rE) w30vE +RE s�JvN Q. T.I; DRAv:NG ,OvENCR NSTALLArIDN C SECf1ONS 'A +-. '9"3' L HGD. S%RI? 9E to:L , PLT TE 1NSTALLArION Or ALL APPROvED C9,f TGIF-rIG+NS 15, FLORID. {XTRUDC?S 10110 SERIE: SLlcUC U+SS DLiiR is LOvM. 7nl5 PRW: ALw APPLIES TO 2Ca0 SERIES AND Sae SFRIE S. D LIBEP.ALLT APPLT / CFULKING UNDER SIL'_ G* S=T SILL IN fir_: — :NS iA L-, DF PrE ELz_i:_ FE 3 ' 2BIJ2 REM DESCRIPTION i DATE INI EXTRUDERS IIFLEIRIDAINT. INC. SANFORD FL i TITLE S! IDIN; CLASS DOOR iNSTAI1 PTION WITH >=8 SCREWS popW., 9Y: 23 A?FROVED 31. 1 D TE !in7/D; SCALE HT- JDWC ;L--xn:7 >.r I ti (16 X c X 1/e u_.c ' ±:- -AMR (TYF.) * iE X f/: SELF TArP"K- SMS 1,1 SEAANT fElV TIM wut&r—r FLANGEF \-fs x I-VE sac TAPPING SMS SECTION A— . I -I It 2 7/16 X i/f TUBE I".81Ii5ti !?'L'r S.H. J4yE LTTFJ iAP1b tTYPJ ZS TAPP:N�: SMS SEALM BE!,---1 VTH'.,i.7V TLMaiLS t tslut�: L- C9 X i-1/'c S%LF TAPPM SMS S CTI-QN A —A (.S) 1 X 4 X i/E TUEE x 2 X. 3/E I r:V= Ell VO0 Va W! TAPPi. C-- SMS f N SEALAYY R-TVCEK VAIMv iJ.ficx-.S i KOLA-; 2 X 4 X 3/e ire x I-1/r SELF TUB; r4LlLLMIN TAQaD, SEES ' 1 SECTION' A —A (2) ., TUBE Mt3_Li-•k JAMB (TYP.) S£ x 1/2 SELF TAP—PNG S-<S cB 'X 1/2 SELF 7A=PING SMS kc X ?-+✓2 SELF, �� S£4,k.' ETVEE 1 fC SZ.s.LANT EWEEN 7A=P;tacl SXS L JiLILL �-S LMIN fL1f:G=S t "L W Cyc: {l?ai nay t. /-)1 fi-n i : : TAPPI%G SMS HTML C -� y / %EE XU LLiu.". A B•v i i / i i l i ENT F/ -��7 IMSTALLAn::n ANC -OR ;/IS• CI< EXTErT^ KF-LMN iNSTA�LA7UN CLIP ,. J � TYPICAL 1VUi LIONv TO CONCRZTE i HEAD i (APPLIES 7C 14ZAD SILL .1YHER:_ I" x 4 2- x TUC' ul ma' s RE USED) Y 30 --TA!L L3_ �! INSTALLATION ANDIM i 3/15' M4 1. t SOZEV Fh.:ns.ay-'.) i jf 77 t SILL CLIP 1 Q Q E43ZLPIENT. '\ Q I -' :ST Sid L PT C'l<;ZS 1 .-..- 4i G:itv+ict ?h=tia%c S, L'�_Y Rcysi!%c'ui f Q j J— =�a:5 S-_ — -- --- -- i ----_.— — FLORIDA INTERNATIONAL. INC EXTRUDERS SANFORD, FLORIDA TITLE IL APPF..OVFD BY 4 .... lR ,A. ST . K!N) OPTIONAL ET CLASS OR (�E°E SECTION B-ej'"M1e1F � I ICI � ICI Ilii�l� - -- M 0 � ICI i ICI j 1�1 1 � 3 (S) wTFRu(OIATE STELS FOR 16' W10E DOOR. A ACEIFD / TAONE!IOC (TOP •D8Op�T) AHD URETIVNE AOIKSNE (KDND CENTbl) REV. N 0 REVISIONS E: DATE: ECN NO. APPVD: DESCRIPTION I IT/- I - I Mww I OTY (1) WAS (2) FOR TRACK BOU `20 G YIN. DO STALLS ATTACHED TO DOOR HORIZONTAL TRACN SUPPORT BY Srw wTH PAIDETED TOG-4-EDC SYSTEMF-3) DOOR INSTALLLR (TD SUIT) (tm, eornDu k C&RER). VIEW *8' s%o1 PlAO BRAL'RET. rD W W ,IAYe MiINLISTED/6. 1POD0 UA SCIFTVS.am Dow" LOW ww-Oo. Is •C• AVMLANZ AS AN ornom VIEWo5 w. - -V STEEL TRACK —�P, .eeTwo PwrN IN 1)oc0 C ET GLv. "T IgKl[ BWdI£CKETS PER SOE.Y, REPORT#9606C� °° T� HOPoZONTK x0 Vi5. nv U-LOWS N GA A i-U-9I-2-1 �� + PATpW r(1£Mp rU-BARS ON BOnOY SEC710N, ONE U-FIVLS ON HF%T SECIgN, EEC.) Or l `LOCAOprIDIW VENTS A ` OPr10144L OUTSIDE KEYED LACK POSNON III Nit. DOOR mOEN . 16'-0" nSOr nrv•TIDNSN�� NOTE T DOORS UP t0 7'-0' IRCAN CONS KT OF (() SECr10nS (SINMN)) FRONT FRAIE MTN U.V. 1 2 J LAC SCREWS ON 19 CENTERS. I OD. YIN. DOORS OVER 7'-0' NICK CONSKI Of (S) YCTKws (NOT SNDWIL). COADNO ON OUT31DE SURFACE M9RR REOLIKp. LC SCREWS WY BE cou-wERSRN (fM TLDT REOLIFD) TO PRVADE A FLUSH MOU TM 9RFACE EIOg2pN7AL .UI185 W NOT TRNPSiEA LOAD. 2.6 YELLOW PINE 2• rwx OPLONAL f0 25 CA INN. STEEL SKIN CLMIEO mIi, C-l0 MIN. CKVAm" 6AKED-ON PWYEP, AND A BALED -ON POLYESTER lop COI APPLIED fO 90rH SWES Of STEEL SKIN, S- LAP ROW($. I' IyI u-Da/1 l0 U )t Ell Y[KD SfRENCOt SO K9 r SttiLh7L e-• Iwu• SW- . YOLAEA INSIDE I/e�ACR u i 29z -Sa Yew -eRl T O UTE RETAwEA SECDOM eal /e.J/t• PAN HEAO S—Mw - 12 G RALY. YIEQ TRACT (10 SCREWS PCA UR) 9RAU(NE fASIETED TO vDOD ,IAAII J e N MOTORS ON xl CFNIFAS (C-90 MTM ONE S/Ie1 TRAM IRO SCIO > OR 2l• CENTERS 000 P9 YN. OR PEA rMLX eRAp([T SIA.P uTCN [NCALiS '/l•.l• TAP'CON SCREK DN I7-I/2" CENTERS � 0140/6• SHEET IHTM. SCREWS D O O I/l'aJ/.' SELF TAPPPC SCREWS. 1l Cw EI''I W'.F. Z--LDYCF � JYw t• STOP UOULDNLC 9Y DOOR INSTALLER (TO SLAT) 20 CA MIN. CKv. STEEL END STILE 20 CA CALV. STEEL WIER. STILE Ix CA GLv STEEL TOP PS 16N. (2.ODD `7/16• ID. ROUND PVSIRdT—T TACK. ATE); wQUAED MAM \ ONTO 4W LATCH ROULLR eR'IUSl1. EACH ONE SNAP INCH ON SIEEYE AILONDRS 1 O.D.0D. I49L ■ASHER REQUIRED FASTENER (ONE PER HOLLER) `le G OKv. BRACI(Ei AnACNED W/(l) I1.3/6" SHEET MRK W7ER. s11L[ EACH SIDE Of ODOR. sIEEL uNIEN WN`E I TACMI15. ANCHORS wT % CDUMFIEASyIR( i" GLv, STEEL TRACK FASTENED r0 5$ F r0 INTER STALES r/f ) (Bl/r NOT REOIIRED) N PROVEfE A ELUSII 12 G CKv. STEEL 1RAbI eRAaaETs, iASTE14D i0 END TALL fACN�/(.) t'Il6 e• sIIRT NCTK SC UOU YW S.6FA[E NOIRZOMK 1YIB5 DO 10r 44A 1 r0 EACH BRAL72T I Las//e• SHFTET YETI $CREWS AND END/l•.S/e• BOLT 6 NUT �.) OUTSIDE KEYED IKILDIL 1/i'aJ/. SETf IMPWC SCREwS PER END IwCE. OR TWO I/l• DLA RIVETS. I. a LALv srttt CND HIND,. EACH END SRC END FASTENED TO END 94ECT 4ET(N. 143/6' pN• ARIC I,Wu PIER. STALL STALL 2" DLA SHORT STEM, IO BALL STEEL ROUIR. NATION OF-Nw-s--+•"ova'^.9EIOD MRK M'EMERnRD. P.E. PREPARATION - ••'^^ BY OTT'—' v • (.) I S• $Elf _/'IYN F-f ILONI P.E. 0M195 dITSIK NfKn TAPPING SCREwS.— SCREWS, OUTSIDE ' r LOCH B.A NORTH CAROIRN P.E. I2]W2 ETICACES IN Ornr 2. »C OESCN a ME STNPORIRC SIRLILTUNIL DESIGN l' TALL . 20 G Ulv STEEL U-B.Rs END IUNDIE EAOT EtL2.ons LOADS: +24.0 PSF & ID -2a.5 PSF SItVl °E �SroNS9l/1T K T»E 7-I PATTflM (I.E. 71q U-BAAS Sidi ON eonal SECTEDN, OTK U-BW OII NEJO SLIDE e04r LOCK ENCCES OR. TEST LOADS: +36.0 PSF & Of ODOR. RECORD FOR iNE 9UKDWC OR SIRIIC»IREAOOOROANEE -37,0 PSF 1KM CIMEHr eLNONf CODES FOR 11K LOADS LURED 011 SECn'" ETC EACH V-BUt ATTACHED wTH 3Il' HMO VOFR-.AL tRKJ(. ONE MS ORAmNC. allol.t tr..IA. .Ic Sri w eUA RISE➢ SCK (DiIERsI PART NO.: SELf TAPPO+C SCREWS PER sM LOGTKN. LOCK a �0Qy" 0"^F.s.,,II/Pro . w.n,awl w D P�LOo�C 5 rn LrMe„ stole° oen.T.rw TOLERANCES " >. - 1!2 R911IA A SIR. 1600 IDEA L � t5202 .0 t.03 id. No. i-513-S62-3519 WIofOEe OaOkRL im No. 1-513-762-35i9 LOCK O�TIOH�x `In G V STEEL 9OnDY ea cKCT An AC3i0 mill (2) /URNS/6• SHEET METAL SCREWS. � "^'" R. P"0' ""�- FArA. '^ q „1' M'" 1Oi"""""I'+ II..•w.e.a -00 ' *•ORS .000 . t.003 . t.001 DESCRIPTION: MODEL 6RST W4 16-0 . 8-0: 24/-24,5 DESIGN LOAD DRAWN BY: 6MM DATE: 4/18/00. k vwrt rGTHERSTgIP. //�j /> c'_ intro Mgle .DODO 06yroe9 . t!/2 CHECKED 9Y MwW SCALE: NTS I DATE 4/18/00 SITE DWG. 3 Projection - VRk„ siaw DtnINYK„ - I OF I SIZE OR.ETTSIONs AAf N RACNES.. DWG. NO.: 102138 REV. NO. I IC C ►0 4 MQDEL 6RST (25 GA ST F KIN) MODEL: 4RST (24 GA. STEEL SKIN) 3 - OPTIONAL DSB GLASS OR LISTED 1/8" ACRYLC UTES AVAILABLE (SEE SECTION B-S) 20 GA. MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM -� A TOP, BOTTOM & CENTER). m M sm� n REPORT#9606C 25 GA. MIN. GALV.-/ -LOCK POSITION STEEL SKIN COATED (BOTH SIDES) WITH A BAKED -ON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ONE 3' TALL x 20 CA. U-BAR (50 KSI) PER DOOR SECTION. rM OPTK?NALnOYENTS J '-•'-� A "`) OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH 9'0' /14x5/8' SHEET METAL SCREWS O 0 NOTE 1. DOORS UP TO 7'-0' HIGH CONSIST OF S 4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (SSECTIONS (NOT SHOWN). � O I I 2 1 REVISIONS DATE: ECN NO. APPVD: DESCRIP' 11/00 I - I MWW , OTY TO WAS (2) FOR TRACK BOLT 2" THICK 3' TALL U-BAR 20 GA GALV. STEEL HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) jj 1-7/8' 1° A. ��,8'�m 13 GA_ GALv. STEEL FLAG BRACKET. RMLER BRAGA EACH EACH FASTENED TO WOOD JAMB WITH BRACKET ATTACHED w/W) (3) 5/16'x1-5/0' WOOD LAG SCREWS. 145/B' SHEET METAL CLQIE; DOUBLE TRACK -SHIP LAP JOINTS. Q TRACK CONFI . RATION LOW HEADROOM IS = AVAILABLE AS AN OPTION 14 G GALV, giE(L qq' DOOR STILES v 4 1x5 B' 4 2 CALV. STEEL TRACK, HEIGHT ��(( , / 6 -6 70 SHEET METAL SOWS MIN. TRACK THICKNESS: .060' 7 -0 76 • (4) 1/4'O/4- SELF 1' - TAPPING SCREWS. 8 -0 88 2 3' TALL . 20 CA GALV. = TYP. 2-1/2'xl2 GA. CALV. STEEL TRACK BRACKET. STEEL U-&VA. ONE U_w (4) TRACK BRACKETS PER SIDE. PER SECTION. EACH U-BAR ATTACHED WITH TMO 1/1'x3/4- SELF TAPPING p SCREWS PEk SIKf LOCATION. LHR TOP BRACKET TDOOUUBK HORIZONTAL FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE 00 IB Lae!!, K / O VFRRCAL JAMB ATTAGHM NT 4WCEN FRAM' I O.D. �yI���T�� 1BRACKET. ATTAQ�HEDL WIB1p1H�Two ^ LOW HEADROOM OPTION 1/4"x3 4' SELF t 2 E LAG SCREWS ON 24 CENTERS. I' UA MIN. ( �\ /14x8/e SHEET METAL SCREWS. „ ,^, TAPPING SCREWS. WASHER REQUIREEQUIRED. LAC SCREWS MAY BE COUNTERSUNK ��� �� SS GLASS OR OPTION 10 SCREW 14 .A ND HINGES 18 C•A. INTERMEDIATE 'C HINryF (BUT NOT REQUIRED) TO PROVIDE A FLUSH TRANSFER LOAD. k VINYL WEATHERSTRIP. 1/8" ACRYLIC UTE WINDOW LIT VIEW .6.8• VIEW .� SURFACE. HORIZONTAL JAMB$ DO NOT TRANSFER LpgD SECTION B-B 2x6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET. 2" GALV STFEL [RACK FASTENED TO J 2 GA. CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WIT14 ONE 1/4'x5/8" BOLT a, NUT OR TWO 1/4' OIA. RIVETS. STOP MOULDING BY DOOR INSTALLER (TO SUIT 20 GA. MIN. GALV. STEEL END STILE END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIO c ID BO T LOCK OPTION SECTION A -A (SIDE VIEW) Vf_ UQ _LAMB ATTACHM ti f - ,18x3/4' PAN HEAD SCREW 2. _pSl MIN nN RET 1 I MOLDED INSIDE (10 SCREWS PER UTE) f��/- END 3 8 x4s SLEEVE ANCHORS ON 24 CENTERS (BOTH UTE RETAINER T STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR INTER. 16J� 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,DDO SNAP LATCH ENGAGES STILE -4aa 20 CA. CALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO VERTICAL. TRACK. SLEEVE ANCHORS. I' RS MIN. WASHERS REQUIRED ONE SNAP LATCH ON WITH(BUT NOT RE . ANCHORS MAY BE COUNTERSUNK INTER. STILE EACH SIDE OF DOOR. (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OUTSIDE TRANSFER LOAD. HANDLE OUTSIDE KEYED 18 CA. GALV. STEEL CENTER HINGE HANDLE I ENO FASTENED TO INTER. STILES W/f4) STILE 814x5/8' SHEET MET EEMW'S5 14 CA. CALV. STEEL ROLLER HINGES �R OUTSIDE KEY OrK /FASTENED TO END STILES EACH W/(4) (4)4' SHEET METAL SCREWS ;(A) 1/48x}/4' SELF TAPPING SCREWS PER END HINCE. PREPARATION OF IAMBS, BY OTHER —2' DNA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION / SECTION c- NOfF ?.. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR fHE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTERFIELD, P.E.,r�� TIIIS DRAWING. FLORIDA P.E. /48495 NORTH CAROLINA P.E. /23832 l 4 3 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INSIDE HANDLE LOCK BAR L -KIN OUTSIDE_ K 1m DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. h -48.0 P.S.F. osxww sxA.a s Nx wxn . a,r NOTKX- Ar H*mIA°,i°ca UMe.e Stated D1n�ee TOLERANCES e,. rAML NU.: - IDEAL 312 Wow SL Sds 1600 GncilNw6, ON 4s202 r ewwar.e ed.d' _ eM °� ''"'A °i�CO�• .0 " !: 0} Td NO. 1-513-381-49pD 4WrHpq IOWYi Fm Ns. I-513-762-3519 A. Pi., ea,a.,L res- r oA.... w. ewce M r.ww r .00 s.013 .000 . t.00S DESCRIPTION: MODEL 6RST Wa 9-0 x 8-0: +25/-}2 DESIGN LOAD `. ;:� 0000 " *.DOI Oe9r°°' " t1/2 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG.R Tnro Angle + CHECKED BY: MWW DATE: 4/18/00 SHEET I OF I SIZE L Projection - Unleee Staled Otherwise O=w0 s ARE IN e4O m DWG. NO.: 102137 REV. No. I G I COENI -T L' 0I.L0N cj DI V, ■eJ C i A MIAMhOADE MIAMI-DADE COUNTY. FLORIt • METRO-DADE FLAGLER BUILDI; BUILDINC CODE CONIPLIANCE OF'FV METRO -DADS FI.AGI.[.R OUILDR 140 wl it FLAGt.Iilt s riinu, sUrll: 16 MIAMI, FLORIDA 33130-1! PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901FAX (303)3T5 Premdor Entry Systems CONTR C.`rott I.ICHNSIVC StX-711 911 E. Jeferson, P.O. Box 76 (303)373.2527 FAX(305)373.:' Pittsburgh ,KS 66762 rn,N'ru,%Crott XNFOHC1-:%1F.Kr DWISI. (305) 373d9" FAN (303) 375..- rttouuc. r C<)NTItot, mvisi, (303) 373.2902 FAX (303) 372.d Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steil Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad 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 t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend 1 use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flori Building Cede. The expense of such testing will bA incurred by the manufacturer. c' ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04/02/2006 Raut ifoariguez Chief Product Control Division 'THIS 1S THE COVERSHEET„SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE -.0 PRODUCT REV1ENV COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. / Francisco 1. Quintana, R.A. Director Miami -Dade Comity APPROVED: 061051200i Building Cods; Cot» plinnce Of{ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2009 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC 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 ' omply-with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NVIE Insiving Glazed Double Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Prcmdor (Entcrgy Br. Double Door with Sidelitcs in Wood Frames with Bumper Threshold (inswing)," preparec 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 by Miami -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 leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang!e between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.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 systcm (shutters): the in$tallation of this unit will require a hum, Pi- otection systern. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building pemlit 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 identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other document, required by the Building Official or the South Florida Building Co. (SFBC) in order to properly evaluate the install On of this system. tvianu 1 Pcrez, P.E. Product Co ro Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been f and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of 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 fee) rind granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the 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 Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for terniinntion and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OF Ti IS ACCEl` Z Manu Perez, P.C., Product Con tr :ram Produ 'ntrol Division Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing COP-WL-MA0141-02 oil 02-0419.08 (Application Filed) 52.0 NO !ILIMitarillM-raiggim X 2'0" 2'6" 2'8" 2'10" 3'0" 316" Not Listed Not Listed — — ,• X0, OX, OXO i 1 1 2'8" + 1'0" 1 1 COP-WL-MA0143-02 1 s 1 02-0419.08 (Application Filed) r' 1 52.0 :1 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 11" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP•WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" IV', 37 + 17 17' + 210" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 21" 2'8" + 2'8" + 2'8" 2'10" + 210" + 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 1 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2'8" + 2'8" + TV + 2'8" 2'10" + 2'10" + 210" + 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, slate 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, & PA?n.". O akaff AR EK" 1 f.tlV uv01Y I, V.y IIU VkLI.At< Rn•7'l1Y {POOR( Nn,..T NlhrCl,N inVr Oaa.l 19 apt! i9. 2p17 Out CD<a'Wt'm p pinalaof p.Xwl V11WPK9,C1x n.iefs spcafiCalws, aeilpn )no 9.00"l Masonite Internat1onaI Corporation 0111d SVI,µ'CC 10 Chat" IMNON n610 S FIBERGLASS DOORS Glazed Units 6'8" height — Outswing X X0. OX, OXO XX. OXXO 2'0" COP-WL-MA0161-02 02-0418.03 (Application Filed) 55.0 NO 2'6" 2'8" a 2'10" TO" 3'6" Not Usled Not listed — — t t t 2'8" + 1'0" 2'8" , 17' 2'10" + 17 2'10" + 1'2" COP-WL-MA0163-02 1.011 3'0" + 1'2" t t r 02-0418.03 (Application Filed) r� f t 55.0 NO 17 + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 (Application Filed) 55.0 NO I t I I 1'0" + 2'10" + 1'0" 12" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 3'0' + 1'2" 2'6" r 2'6" - 2'6" 2'8" + 2'8" + 2'8- 2' 1 G" + 2" 0" + 2'1V j 3'0" + TO" + TO" 2'8" + 2'8" COP-WL-MA0162-G2 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'l0" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" TO" + TO" + TO" + TO" Notes: 1. Dccr a. rsngemenls using fewer panels than what is sho0ol in the above charl also comply under the product approvals shown. 2. Assembly details are available from the Mason4e international website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design toads for buildings and olher 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 81 PA203. Oak Ira AR K" ,... tatv.l.ortl..n I.1:.. I A'S h.1IAY VOORt WaMwN F4"t4.. t".n n o"all.t D..r. �a'r:�.tota Masonitt International Corporatior. Ow Co' "u 10 program of poPDO i orovmm&O rDi\n SOlOTC*Wn. OtSip" YID P10. f Glazed Units FIBERGLASS DOORS 8'0" Height — Inswing r r, r 2'0" 2'6" _ 02-0423.01 X 2'8" COP-WL-MA0146-02 (Application Filed) i 2•10" 3'0" 3'6" Not Listed Not Listed 40.0 p , NO — ment Xv. OX, _'XO ,th) Multiples— 2'8" + 17 Masonite InternationalI COP-WL-MA0148-02 ,• OCCO 02-0423.01 (Application Filed) U• Rating 40.0 Impactr NO i 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 1 XG" + t'2" 1'0" + 2'8" + 1'G" COP-WL-MA0149.02 02-0423.01 (Application Filed) 40.0 NO I a 1'0" . 2'10" + 1'0" 17 + 2'8" + 1'2" _ 1'G" + 2'8" + 1'G" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'e" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" 0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO 2T + 2'8" 2'10" + 2' 10" 3'0" + 3'0" 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" + 210" + 2'10" + 2'10" 3'0" + TV + 3'0" + TO" Notes: 1. Door arrangements using fewer panels Char 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. Irsta:'ation ins!rectio.is are aysila5ie from the WasoN a International website (www.masonite.com) or from the technical center. Ac!u2i design pressure requirament for a specific cuild!ng design 6 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bulloing 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 PA2.01, PA202 & PA203. Oak gaff EK" FNT"♦ nooat w..t...... ra•.p,,, C."? o.... r;,+».tp^t Masonite International Corporation r:a aa:unuq pre; ;m et praur+ m.proann•M ?q,tt fM:�w:.4rs. Ripe ; J;rx.:r Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing Masonite Internationalr.r COP-WL-MA0166-02 02-0423.03 (Application Filed) �• 47.0 r. , NO g.l X Singles (width) 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed —Arrangemenl X0, OX, OXO Multiples (tvidth) 2'8" + 1'0" Masonite International COP-WL-MA0168-02 Miami -Bade r r 02-0423.03 (Application Filed) r• Ratingr. 47.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423,03 (Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + T2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 21" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 21" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 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.masonile.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 R PA203. 0 O akkxxaff elq F.Mf:L AIS Ii N'rNY UOOKS Nw.Twa.rN Fi.r,Yr r^rrr Deen ❑ APO 79. 2002 Masonite International Corporation Ow coffl ;i4 v"ram of nrodw + lo"meN makn 3WffiCAi m. dnro" a"d W"Ki dew svaKn 10 ChPW wdhoul aolKe. Omoue Units FIBERGLASS DOORS 6'8" Height — Inswing I A Arrangement, ,lh) Masonite InternationalI.r• 2'0" 2'6" X 2'8" COP-WL-MA0101-02 2'10" TO" TV Not Listed 6CC0 01-1031.01 O• Rating 76.0 r, iTillfiffill! NO Not Listed — Arrangement— X0, OX, NO , ,th) 2'8" + 1'0" Masonile InlernalionaI.r• COP-WL-MA0103-02 02-0109.10 (Application Filed) 1' 55.0 t, •1 NO 2'8" + 17 2'10" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + IT 1'0" + 2'8" + 1'0" 17 + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (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-MA0105-02 02-0109.10 (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" + TO" + 37 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. 0 Oakcraff AR EK'" r..l"....1r,.•T t!"ivnM iMr,11"(.•n O•r• ❑ LIMY. G1.ASi F: N'rNY DOOMS Ape 29. 2002 WI CMt .no olool 04 pod, tt .nWovlmeM A. SpeC�I"i $. 0t1q" 1-0 po0001 Masonite I n t e r n a t i o n a I C o r p o r a t i o n ".' "WO 10 C"Y19t WOW Mm t Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing Masonite InternationalO,, COP-WL-MA0121-02 01-1031.02 t•Rating 76.0 ,. 1 NO ,•Singles, X TO" 2'6" 2'8" 2'10" 3'0" F316" Not Listed Not Listed — — X0, OX, OXO M1111 ME 2.8" + 1'0" COP-WL-MA0123-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'n- 2'10" + 1'2" TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 17 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-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 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. 13 Oakcx•aff AR I EK" W"o,l•�. A.n. t IMI:NOI. {[ e:NI'NY •UOON{ N•'•T•`D„w�MA"r^-1r �C.I0/� ❑ e PREM''(✓I .+O•• eD•er, Ib,i129. 2OD2 Masonite International Corporation Ow c*Mm MQ W'9f m W WWV0 IIDDID•emeM makes mecmc~S. 0"V Wd nodun Delia SuO,lcl VD CDanpe w.ThW OMR. ODaoue Units COP-WL-MA0100-02. FIBERGLASS DOORS 8'0" Height — Inswing a A Singles,InternationalD.1• 2'0" 2'6" 2'8" COP-WL-MA0106-02 2'10" 3'0" r 02-0109.08 (Application Filed) r'Rating 111111fil1. •1 70.0 NO X 3'6" Not Listed Not Listed - - Arrangement1 X0.OX, OXO 1th) 2'8" + 1'0" masonite internationalr.l' COP-WL-MA0108-02 t 02-0109.08 (Application Filed) r•Rating 55.0 1. 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 21" + 17 17 + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 17 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-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + TO" 2'6" + 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" + TO" + 3'0" + 37 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. Oakcraff JW EK'- Y 1>110"t—4— t" 0.,!. ❑ Ao,d 29. 2007 MalOnit! Isle/nali0nal l.Orp0l dlion ou, EOnonuin9 DloDlaln DI Olo" nnD, effl maklS WKiktiof n$, Of S.9,. anO D,000CI ONaA SAW W[IWW W000 WKa. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing r r COP-WL-MA0126-02 r.e r 02-0109.07 (Application Filed) r• r 70.0 r. r NO X SinglesArrangement r 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed - Arrangement- X0, OX, OXO , 2'8" + 1'0" ,It M milmlr COP-WL-MA0128-02 r r 02-0109.07 (Application Filed) �• r 55.0 r. r NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 17 + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1.2" IT + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 17" 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-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + TV + 2'6" 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" TO" + TO" + 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 3 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 8 PA203. O akrraff AR k EK'� eI V.M(:r.A.i\ Fear MY •nOOM.S raar.R.rM ra wN.Mlw�Daen MA. ❑ F Apd 29. 2002 Masonite International Corporation 0., Com'nWM9 worm of wodw impro "A makes swffi'mUm. desq" and w~ oeUA SYoreCr 10 CrW.9e *4hW AMKe X Unit 6• TYP. 6' TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimum Fastener • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" r SINGLE DOOR 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 fasteners being considered for use. Fasteners analyzed for this unit include #8 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 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 properly to transfer loads to the structure. ee ADrd 29. 2001 0w com"m�np program or aodua unmo.e lMAOSMflNAanS. Masonite International Corporal on Oesgn and MOduel ftad )Vuiar to envpe -hour "t" XO or OX '' "'' Unit ' SINGLE DOOR WITH 1 SIDELITE 3 NP' 6' Ct. TYP. r TYP. TYP. UNIT 8'0" UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimum Fastener • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • r O t r r• t • Width of door unit plus 12" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA 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 & PA NOS for southern pine lumber with a side member thickness of 1-114" 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 properly to transfer loads to the structure. 0 nprn29 2M? Masonite Uternacional Corporation Uw (umr,..^; o.Dg.Dm u. o-Do"c, +^]'pun4m nW�m suNdKm.o�y oesq^ 3^6 T,cl COD^ s.oKcl 10 cNnge .#"., ^DIKe. OXOMID-WL-MA0004-02 Unit ' SINGLE DOOR WITH 2 SI DELITES UNIT 87 UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR CountMinimum Fastener • 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" f f f f f f .. .. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA 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 N8 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 NDS 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 properly to transfer loads to the structure. U Ap,il2y 2002 Masonite International Corporation W. caa.,---Q o wr r„ W n,uu.o s�o+eme,n "wn wrcnanw�,•. ae ,pn d m Wh,[I Otlaa SWRCI to :ry,Ot •OtWW WKt oxxo MID-WL-MA0005-02 DOUBLE DOOR WITH 2 SIDELITES b- Cl n'P TYP. r TYP. TYP. I I L I I I I I I I I I TYF �I 11 II I 11 11 I Il Il 1~ r It t t t f r CountMinimum Faste.ner • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0• UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. RoughOp•t • 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 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 N8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS 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. April 29.2002 Masonite International Corpo,ation oW comm-9 WOW— 01 W00"0 -0,0'" M mates 1Dlt�lK)Igns. 0e),D0 8n0 D.Od Kl 0e1L11~110 03"t w11M101 MIIKe ,/ V/ I P r t f I Glazed Inswing Unit ' FIBERGLASS DOORS APPROVED ARRANGEMENT: o - ° Double Door Maximum unit size • 6V x 6'8' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requ-nremerds for 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-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: C= "130 11 a a as as as as El as 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 11 ❑ 00 na as as as as as 105 Series 106. 160 Series' 129 Series' 12 RIL. 23 R/L, 20 FVL 107 Series' 108 Series 30e Series Series' -This glass kit may also oe used In the following door style: Eyebrow 5-panef vnM scroll Oak'raft AR EK'� r..l..,.•1T •- W�-AS Kt•tu 1'/tl L'R(JLASS kNl1' -"UVO"% ❑ S No+L.rM ewL4n f."ry 0— April 29. 2002 Masonite International Corporation OW rOMMUMe W091 M 01 010dun M.ro.eMMt mAe, soKd"*n de Wl •M 0•00a1 d,Ua SMKI 10 Clwpe -~ -0<1 XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a n a o n tea: 404 Series 410 Series 109 Series 114. 120,122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff w....d. ran Ta\Iu r<d AR EK" e.11vl,.�l, .ia.• I.I IIL MI:I •\\.� I:N 1-M\' I)1 )IIN\ Nan.A.WN iLi•rYN fm•/Om•. PKfM✓v:: i.✓%va„N � (�" •- 0.• i D•e Apra 29,2002 Masonite International Corporation Ow com.." wooram or pro0uct _wo.em"A makes specjk bons, eesgn aM woeuct de"I su0Nc1 ID change.0" Done XO or OX '' '' Glazed Inswing 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 3'011 x 6'8". Single Door with 1 Sidelite Matdmum and size . 6'0' x 6'8' Design Pressure +52.0/-52.0 Limited water unless Special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistard requirements for 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-MA0003-02 or MAD-WL-MAD006-02 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: 00 00 ® 00 nn na no 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ ou �� ❑ 00 on oo as no ao 105 Series 106. 160 Series' 1?9 Series' 12 All- 23 RA.. 24 R/L 107 Series' 108 Series 304 Series Series' 'This gloss ail may also be used in the 10110winil doot styleEyebrow 5-Danel with scroll O�ak,�raff k EK1V I�IUL MI:L•,\11: n:1' \' 1),)I,N.\ _AR n.....T..wliprrl.r i.,r, pop. �� �';; ir.ii.•%... i/I���I,�j�^� ✓V '%//�j l/•• AD' 29.2002 MasOnite International <orporaliOn dv, to.,..,,; -�WUm of o,oa.p .,, ,.tnl .1W Y14 X—p of U" ).U,-K V-91" noW— XO or OX 1 t f Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 DD DD 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 129 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 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR k E ... PREMDC„(✓6.a.:.„ moo.. ro. Ap,429,2002 Masonite international Corporation Out tmn.nwne Mogan, or woeun �,no+enenr n4kes soec,kA ons. 4espn sno oroeucr eru.1 s«yea to rhinge .nnour none OXO Glazed Inswing Unit COP-WL-MA0144-02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum until size . 9'0- x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specilic budding design and geographic location is determined by ASCE 7-nalional. state or local building codes specity 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: g000 00 n 00 00 El 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: o n uu uu 00 00 00 00 n0 00 105 Series 106, 160 Series' 129 Series' 12 RIL. 23 R/L, 2e AIL 107 Series' 108 Series 300 Series Series' Tms 913ss kit may also be used in the lollowing door style. Eyebrow 5 panel with scroll Oak raft AR k EK- /%///y]I,/..(1�1�,••1.1.-_ r,IUI NI:kA\\ liN-rMl' Ul)$)Nl NonF.vrN 1prab-!w)Deon Ap11129.2002 Masonite International Corporation rJm f,m nq U.Ogram 91 p00.t1 ✓^V,Dvtr^tM makes $W11KA*M. dt$ro^ +^O p"ewl 6e1.1 $.oleo 10 loaner —mw -W. OXO '' '' Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ppr ' I D E 00 00 0 404 Series 410 series 109 Series 114, 120,122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: F i 129 Series 200 Series 12R, 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120,122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak�q ARk EKr. .., Ir. 1 0 1:10L'NCLh\1 Lt+'INN UIII)N] row.b.w.l tiwrWr t.wl poor /�/�C.,(1/',n• • r I\LII✓VI\ Gr✓�� � .+Ow• rposrr Apri129.2002 Masonite International Corporation ON tonift,np WoWim DI 0100.0 mDrpvtmMl maYtS SDKOKIIbn$. 0ISWn tn0 P104"I 01U, S~ III C"t r11-w nW" - OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145-02 FIBERGLASS DOORS •.:rs ;,fin.>�a.;. >., +n Ogr; �. f 1 O Double Door with 2 Sidelites Maximum unit size - 12T x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific budding design and geographk ldcatlon 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 INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: MM C:l a] 0 000 0 00 00 �� 0 0 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ �0 Od n ° 00 00 00 00 00 00 105 series 106. 160 Series129 Series' 12 R& 23 R/L, 24 Rft 107 Series' 108 Series 304 Series Series' -This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak gaff ARC EK" F 111\Nt:l.\\N I: N'1'M l' Uf)UN[ Na•�1••�ntllMrNu E�v)Dew. April 29.2002 Masonite International Corporation Om (om.n,,.ne woeHn, dl DIOOon + 0,o em t rmikes sueoMawn$. despn snd dlddun 0el44 S.0, 1 , (", _1n0lj nM OXXO Glazed Inswing Unit COP-WL-MA0145.02 1 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: n � � U 404 Series 410 Series 109 Series I14. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 r ai C t 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 109 Series 109 series 120. 122 Series 300 Series 21R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*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 rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab tilled with rigid polyurethane loam 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). IState of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oak ,raft ARk EK'- Eiilufi •.LD- r In�f-�,1)l Illµ♦ ND,._T��v a MI-"Eiwr [)ewr ()/)��/�� ✓I / � S April 29.2002 Masonite International CorporaEion ar COMI" WOWam 01 W00DCs anWOvtmtM masts SM,fKaWns. Otigll 4W WOOD Otlla su0itcl 16 ch"t w000u1 "We XX ' ' r' ' ' Glazed Inswing Unit r 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 We • 6'0- 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. Actual design pressure and impact resistant requirements for 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-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: 1/2 GLASS: 0 as 404 Series oa as 822 Series 108 Series U Oak raft AR EK'" e1ULAGLA.t5 LNrkV 0009Y r`•.�'T••w••rswprG.vl�•••• r/�CJC',✓ �e✓� �n.1 ❑ t-;�����.t�/Y�i i" w Ov. l.y Oe y April 29.2002 Masonite International Corporation Ow [onnn..m� boe•rm ui p,00utl d^D.o.ernem' pACS SWAK Mns.. design rna wooun delao "WO 10 C"t «nMo MI.Ce XX ' ' ' ' ' ' Glazed Inswing Unit r 81011 FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 852 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). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak,Qraff ART EK" wood. 'mod r IYl X6 L.115I KI ,UU� ".� ray.q.r.N lwNw Geri Dse•. ��A�.✓/ Jnn e ApId29.2002 Masonite International Corporation UV. c0"""w"e VVOWOM 01 p.00VD tnD�o,"V l"kkn Sp",JKMl "S. omen Ono PIWKl orlad Woltcl le c"t wohw "ow XO or OX ' ' '' ' ` ' Glazed Inswing Unit r APPROVED ARRANGEMENT: 0 o- 810" 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 Mardmum unit size • ST x 8.0' Design Pressure +40.0/-40.0 Umited 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 location is determined by ASCE 7-national. state or local building codes WON the edition required. 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: DID oa oa 822 Senes 1/2 GLASS: a n 00 404 Series t08 Series Oaks Alt EK" t.(r�,r..,,,•tl Ap,d29.2002 bu, (Dnnnu•np D,OWIm 01 1-0u:1 0 m445 Otsgn 4n0 p•M1un Masonite international Corporation tlf,.•� 1�4�tt1 IU (n.MGC wnM„1 n�,{, XO or OX O' '' '' ' Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 $10 Series 300 Series APPROVED SIDELITE STYLES: J 450 Series 352 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK" t..r•. ver. r.•T I OUL'MGLAt\ LN'rKY PntJ t.4nA.M�OfMrt4rtiwreD— April29,2002 Masonite International Corporation 0. cOM,.y g program of a00.0 _DrWtment makes SDK�litatgns. Otspn Jn0 D•00un ptulr suDitct to cr ngt rmbut n0ttt. Ox000P-WL-MA0149-02 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: ;) Y. O O Single Door with 2 Sidelites Maximum unit size. go" x 8.0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". 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 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-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: n 00 e0e Series Dm 0o 00 822 series a 108 Series U Oak raft AR k EK'� �- IIUI;NI:IA�\ I: N'1'N�' UI)II N.� .w.T+.oxN le..N+u !•wT Dew+ �����fl ✓i.n • •0. .Os April 29.2002 Masonite international Corporation 0.. cor"..Ag p.oplam of prooec7 ✓no)wenum mNeS $oKll JfioMi despn ano o100ecl deud IORCf to 03r oe ..th" eouce. Ox000P-WL-MA0149-02 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 7 810 Seres 300 Series APPROVED SIDELITE STYLES: 5 �a 450 Serbs 852 Serbs $10 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 �� / &EX�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" FItlI'NULIISS k. fv'1'Nl' UUUNS Iro..�Te.awyia.era\u Gry Open � • t✓� Apt029.2002 Masonite International Corporation ow C"Wkog VIOW&M of ppodW a Wovemem mates spe(itcmtons. otsien amt ro" deiaa wittt(1 to C"t -arw "tile. OXXO ' I I t Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Y: 0 SIN. �` z: 0 �>% � �+"• Double Door with 2 Sidelites maArnurn unit size . 127 x 8'o' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" 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. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, stale 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 INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 404 Series DID 0o 00 822 Series 108 Series Oak raft ARTEK'- 1AULr((:LASN L N'fkluu1/N.0 Nen7..MN P-q."rwr Oxon / I�LJ�r✓V�(:�// :,N D • es April29.2002 Masonite International Corporation ou, com.....g Moe.tm M D.Dducs-o,o-emtm swdicvrom. deign and w dw otuu suWEI to c"t "dhow rm12t- OXX000P-WL-MA0150-02 Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 8 j'P:' $10 Series 300 Series APPROVED SIDELITE STYLES: t 450 Series 852 Seder 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E.120224 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). IState of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oakcraff ARTEW r• 1�.... t l..T 1'111LNULA%,%LN 1'"\'UI)O"S Nenr•.w.a re..puF�w, DoonDoo.. ry)q' �.�'�IG�� O Apn129.2002 Masonite International Corporation G., twM "o'oer o1 Poo.0 ."VmM M mnM seecoKno"s. deign iM go0uc) oNii WWI to cllirlet .0.1 "Kf XX Glazed Outswing Unit APPROVED ARRANGEMENT: O COP-WL-MA0162-02 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". Double Door Maximum unit size - 6'0- x 6-8- Design Pressure +55.0/-55.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Inrpacl resistant requirements for a specific building design and geographic location 16 determined by ASCE 7-1111tional, 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: na 00 °ED 00 00 00 101 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n 0 ou ou ii ° M 00 00 00 00 00 00 105 Series 106, 166Series' 129 Series' 12 R/L. 23 R& 2e R/L 107 Series' 108 Series 304 Series Series' 'this glass kil may also be used in the Iollowing door style: Eyebrow 5-p3nel with scroll Oak raft AR EK" r.r - • . �- f. ..a.:,,. .. no,..r..wwre.gn-E.- n11(prtaASS 1iN7 M\,Ur H)µ\ April29.2002 Masonite International Corporation oV, CoM.nu,no p,cera,rt or o,Od., anO,ovrM,,M mates SOtC,rKalgns. erspn anO WOOW 0111.1wont, 10 cns,pr -nnaa Dort, XX Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: a 00 00 404 Series 410 Series CERTIFIED TEST REPORTS: CTLA-805*2 COP-WL-MA0162.02 FIBERGLASS DOORS FULL GLASS: to i e 109 Seres tt4, 120,122 152 Series 149 Stiles 300 Series Series Certifying Engineer and License Number: Ramesh Patel, RE./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). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 in Oak. raft AR k EK" I.11�t..•I, I.o� IVcnli�PwN faHraOu E•vl Doo-1 /) EM0aZeA1_v N .s 1'IU1: Nlil •\11 LN-1N\ UUIIN\ Aplif29.2002 Masonite International Corporation Ow c"bO mg potram of wotbtt mpovemml malts SWOKabo-t. tt3pn aM 0'0'N ttlaa SVDMfI to (OMtt - IhOvl nobtt M Glazed Outswing Unit APPROVED ARRANGEMENT. N 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 8V 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 Impact resistant requirements for 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-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: am 0o 00 822 Series 1/2 GLASS: a 108 series O akcraff AR � EK„ rleeMct.AxS errrmy oon■s—.T...r F6-4...emn0e.n gjFMDOM(.'..//.„o:... April 29.2002 Masonite international Corporation 0. tonunWOp p,op,an, W 0,00,Kl .npave,nMl maaef SDet�lKalgn), OeS pn a,b woow:l oeua when ro ~gr w hW nol.te