The URL can be used to link to this page

Home My WebLink About373 Conch Key Way 05-1782 SFRPERMIT ADDRESS CONTRACTOR 3-Y� D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PHONE NUMBE. PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE 'l ' Os PERMIT DESCRIPTION (`l PERMIT VALUATION \ �,� t W SQUARE FOOTAGE a ") F, � Is ti ti cn U) City of Sanford Certificate of Occupancy This is to certify that the building located at 373 Conch Key Way for which permit number 05-1782 has heretofore been issued on June 29, 2005 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Building: R Addison Engineering: G Hyatt Public Works: J Crumpton Utilities: R Blake Fire Department: Zoning: D R Horton Property Owner Date 06/27/05 06/27/05 06/27/05 06/28/05 Conditions (if blank, no conditions apply) YY1 Qo,_-.- 06/29/05 Building Official Date / . 'i DATE: PERMIT #: ADDRESS: CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ****New Single Family Residence**** 06/24/05 05-1782 373 Conch Key Way CONTRACTOR: D R Horton PHONE #: Tony 407-383-9724 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditpns. Your prompt attention will be appreciated. 6, Z Z- o S ngineering ❑ Fire ❑Public Works ❑Zoning ❑Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) } DATE: PERMIT #: ADDRESS: CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ****New Single Family Residence**** 06/_ 05-1782 373 Conch Key Way CONTRACTOR: D R Horton PHONE #: Tony 407-383-9724 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering OFire ublic Works, Zoning OUtilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIO&N ; Q • � I 1 I 1 I 1 I ****New Single Family Residence**** 1 W o 1 1 1 1 1 1 DATE: 06/24/05 I I I PERMIT #: 05-1782 ° ; C a E o ADDRESS: 373 Conch Key Way L o = ; V ' Q C 2 G O H 0 CONTRACTOR: D R Horton � O� ° •Z 1 o PHONE #: Tony 407-383-9724 o o 09 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Public Works ❑Fire ❑Zoning tili' ❑Licensing a� G zg✓s CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ****New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 06/24/05 05-1782 373 Conch Key Way D R Horton Tony 407-383-9724 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑ Fire ublic Worksl AZoning _ ❑Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMB'C1001 CITY OF SANFORD ._. Address Misc. Information Inquiry Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5 View detail Opt Description _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 278345 29.19.31.501-0000-2180 373 CONCH KEY WAY Free -form information 1"RC METER SET FEE $235.00 PD 3-17-05 REC#7580 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel 6/27/05 09:21:31 LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . : 265355 Parcel Number . . . . . : 29.19.31.501-0000-2180 Alternate location ID . : Location address . . . . : 373 Primary related party . : Type options, press Enter. 5=View detail Opt Description _ PLANNING & ZONING COMMENT _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CONCH KEY WAY 6/27/05 09:21:23 Free -form information CELERY KEY SUBDIVISION SW DEV FEE $1700.00 WA DEV FEE $650.00 BP05-1782 PD 3-10-05 SEE REC#7580 3/4"WA METER SET FEE $190.00 PD 3-17-05 REC#7580 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM 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 BUILDING STREET ADDRESS (Including Apt, Unft, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 373 CONCH KEY WAY CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 218, CELERY KEY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type): ( #90 - #it' - ##.##" or ##.#####) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE ROOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNUREVISED DATE B8. ROOD ZONE(S) (Zane AO, use depth of Boodrrrg) 12117CO065 E 4/17i95 4/17/95 X NIA 810. Irxlcate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in 69: N NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes N No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' N Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, Vt-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. a4 below according to the building diagram speafied 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 NGVD29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes N No ❑ a) Top of bottom floor (including basement or enclosure) 15. 9 ft.(m)cc ❑ b) Top of next higher floor 25.6 ft.(m) `) a ❑ c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) o 0 ❑ d) Attached garage (top of slab) 15. 3 ft.(m) E 1 ❑ e) Lowest elevation of machinery and/or equipment u, co servicing the building (Describe in a Comments area) 15.6 ft.(m) E ❑ Q Lowest adjacent (finished) grade (LAG) 15.1 ft.(m) z' ❑ g) Highest adjacent (finished) grade (HAG) 15. 2 ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 ❑ 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. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or impuisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME DAVID M. DEFILIPPO LICENSE NUMBER 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK FL 32789 SI(iNA l UHt I// „ / DATE TELEPHONE � � �d 623% (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company U . BUILDING STREET ADDRESS pndudng Apt., Unit, Suite, andror Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 373 CONCH KEY WAY CITY STATE ZIP CODE I Company NAIC Number ; I SANFORD FL 3mi SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ 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. Ell. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, prcMde a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(m) _in.(c m) 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.(crn) ❑ 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 communitys floodplain management ordnance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMAissued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare correct tote bast of myk7oWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the commun tys floodplaln management ordnance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAissued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. 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 buildng site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: ( AS FURNISHED ) LOT 218, CELERY KEY, AS RECORDED IN PLAT BOOK 64, PAGES 85-96 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. O A=90.00'00" FOR THE BENEFIT AND EXCLUSIVE USE OF: L=39.27' DHI TITLE OF FLORIDA, INC. R=25.00' FIDELITY NATIONAL TITLE INSURANCE CO. OF NEW YORK THAD PHAM CB=N44*56'00"W FIRST HORIZON HOME LOAN CORPORATION C=35.36' 1"=30' GRAPHIC SCALE KEY HAVEN DRIVE 0 15 30 50' RIGHT OF WAY PI - _ N69'56'00'W 435.19' —292.60' CENTERUNE OF RIGHT OF WAY - ----- I ,W _ -2759' - — 14259' - - — - — GIg ol. N� 92.59' ' S89'56'00"E os WALK Is --- 0.3' OFF :.�.:,�...,t _ _ ,.r.•- :•;�:.1.f.4. S OFF .. > 10' UTILITY ,* , ------------------ EASEMENT N ------ N - � � L1J 37.1' R;.W•; 45.0' O 00 O O O 0 N � < L 04TWO STORY $a O O �-- '9.0'.CONCRETE wool FRAMEK J g RESIDENCE FINISH FLOOR Z ELEVATION-15.89 44.8' --------------------- c - 5' DRAINAGE & UTILITY EASEMENT Q N89-56'00"W 117.59' NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 06/22/05. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120294 0065 E, DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. ON THE SOUTHERLY LINE OF LOT 218 BEING NB9'56'OO-W, PER PLAT. (FIELD DATE:) 3-18-05 REVISED: SCALE- 1 = 30 FEET APPROVED BY: SJ JOB N0. ASM47063 FINAL 06/22/05 JP FORMBOARD 4-7-05 CKB DRAWN BY: PLOT PLAN 1-31-05 DLC LOT 217 XJ PI — - — - — - FND PK NAIL (05/22/05) I 1 WALK IS 27.5'I 0.V OFF I ; IJ * I } I I b Y IJ 3 25.Sj ' ^ 3 O i" } 0 Ill o •of -� i4 o �• 6 � ---�---- ' At N S89_'s8'00-E WALK IS 25.00' D.3' DFFI t ,� W I OI p _I Q z Iz NOTE: ' THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE PC FND PK NAIL CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 29 (06/22/05) LEGEND Q SET , 2- IRON ROD AND CAP LB - - CENTERLINE 18393 (08/22/05) FND NAIL AND DISC _ — RIGHT OF WAY LINE Q LB J5736 (06/22/05) EXISTING ELEVATION ® FND 1/2' I N ROD AND CAP CONCRETE CNA LB O CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE LB LICENSED BUSINESS L DENOTES ARC LENGTH LS LICENSED SURVEYOR C.8. DENOTES CHORD BEARING PSM PROFESSIONAL SURVEYOR AND MAPPER PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE OURVATURE (P) PER PLAT PT DENOTES POINT OF TANGENCY M MEASURED (TYP) TYPICAL FIND FOUND A/C AIR CONDITIONER C/W CONCRETE WALK COW CONCRETE BLOCK WALL S/W SIDEWALK RP RADIUS POINT CCP COVERED CONCRETE PAD OHU OVERHEAD UTILITY LINE CP CONCRETE PAD ID IDENTIFICATION CS CONCRETE SLAB POL POINT ON LINE C CHORD LENGTH PCC POINT OF COMPOUND CURVE PK PARKER KALON UP UTILITY PAD R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg8393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE 'MINIMUM TECHNICAL STANDARDS' SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. FOR THE FIRM JAMES JAY JILES PSM #4997 DATE Permit # Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: /12 � -•-� � ._ .. _ ; , � , __ _ Permit Type: Building Electrical Mechanical Plumbing __& Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential —k— Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential _X Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: Owners Name & Address: (Attach Proof of Ownership & Legal Description) .rrtwr �c is i c al t7 O�c7l Phone: _ `t V /' 7�D C2�: Cx Contractor _ Name & Address:1— � rc� I Gt /0 � ALI T1J GL.� m 81 k)6- . IA.) G -7u W& A V�nn� State License Number. K: F C 0 �O n n Phone & Fau: 3Otp1�%.S0L�'%i Contact Person: NEB( � � Phone: 39n- 79 S-6969 Bonding Company. Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to 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 in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner pf the property of the Ll Signature of Owner/Agent Date G IMP y 1,0L�K111JE7 eves Print Owner/Agent's Nanfe Signa to OfDate VC4 My Commission DD370W op wFxnims January 07 20M Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: Law, FS 713. T �/-/s-C_ tgent Date Print Signature of Notary -State of ate I-L6 i E A. DE GRAVED L , MY COMMISSION # DD 164280 EXPIRES: November 12, 2006 Contractor/kig at,i;L�~ EP*AR&" G Wt%PNffbr Produced ID (Initial & Date) Utilities: (Initial & Date) FD: (Initial & Date) _go CITY OF SANFORD PERMIT APPLICATION Permit #: Os 1 % J 2— Job Address: -3 -7 3 Co,,[ 11 Description of Work: Historic District: Date: 04 S- ,;ts-0S Value of Work: 5 340 D Permit Type: Building Electrical tL Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Add ition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential _jam Commercial _ _ Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel tl: Owners Name & Address: -Or lanulc (Attach Proof of Ownership & Legal Description) .sys-a 1_ G . Lee R Phone: q o-7 Tr SQ — S Za C) Contractor Name & Address: Is N L e: 14 m Mer t L an ..a 0 ! %t �>Genf O/ ern L3`[�x/t!J —Q r l a n J C. FL ,3 2 d Z Z State License Number- E Pn on O g �7 Phone & Fax: -qQ-7 - 1g2--J1 ti9 Contact Person: Lapry M ceo Phone: 40? - Za 2 -25 97 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer- Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to 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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713 4ZJ&6=:V r. sla ,5/o r SignatureofOwner/Agent Date Signature ontractor/Agent Date Print Owner/Agent's Name P 'tit ontract Age is Name Signature of Notary -State of Florida t nature qt . otary. ate of Florida Date G S Date 0 osr,rrt, ,� 2712p06 - es A Owner/Agent is Known to �fe ort��= inaetar/Agent is EBp ott thL°ijr� _ Personally Known to Me or _Personally Produced ID ', ; �t;'' s plotarl ;i_*Wduced ID '. ft }�pa�2..25�1�..... APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: POWER OF ATTORNEY Date: 5 - 2 > - oS I hereby name and appoint t-G r r of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the 5,4,1 io r U Building Department for a LOW VOLTAGE permit For work performed at a location described as: Section Subdivision: Township Range Lot 2 19 W of (Owner of Property) and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor Block Signature of fortified Contractor / �� day of The foregoing instrument was acknowledge before me this Y By o is to meor who produced As euti and who did not take oath. ,,r: �t State of Florida r.. m;csion q OD01j,,,, E><P�res 12127120y Ofed throughda Nrida Commission #� Notary My Commission Expires: .'5-66-203 7:09AM fkum .I�t:/I•:i, iU'f(YIV ��'C'IC��.YIi!'i•.�U'�iYl•4ir'•;1'��•'�:, 'yr!�'�1,'.,'�:' CrfY'OF SAHrORD PE;tMIT APPLICATION P4rmif y ; w`L0 o Job Addreii: J? -3 0_U poerlpflon v( Work; ' ( ^ _# )--j Hl+torlf Plslrl�(t 7AnlnR: Vtluc or Work: S Elovoicxl ; .Mechuslul Plvmbfnp Yirc•Sprinklc(/Alum Pool ✓_ dtiilion//,Ilt►ujon Chsnye Orsmicc ___ TcmporSry Polc k(tcbjsslot.l: Rccldonll��,,,_,,, blo.nrRt+i cntiil J�t,plccjmcnl• Now (Duct Lxyovl &.Encryy C1Ic. Rcgv'ircd) f lumbinp Ncw CoMulcrclul: i of.Pixtufci III O(µlj{a Scwcr Lincs Is O(G'+s hints _ Plumbl)i;/?gcw Rtsldcollxl: Y ol'Witc/Closolc.,�_; Plumbint Rcpslr— Rcildcnitll or COm/ncrclil Ouvpsnry Type: ReildtTlltvl C9rrtrngo)jl _� 4ldusrrijl ToteI Sausrs Yout�Rc: _ of $Iorlt(: N.oJ')7wclllOj Vnits: hood zoo(: (FCMA form etgvirvd for omit 1- x) �onslructlonTrpKl �,_„ If •' (h.p+cb Pr'oorurO"nt,,hl, Q Lc 11 Ducr�llon) u.ncri Name o�O O r L G it Lot Hama G Addreu: I p1j 37.7 SuroLlcunsr Numhcr: ��SLII(l�- _3,Con11lc1 ►orlon: _(—••- ►h„nv. Yheue Q Fix: ... D.ond;n% (:nmps ny: Addrnr: _ ..... . _ ... ..._ ... _ Phony: Artlllr•cJEnpinctr: ...�� - -- Fit: AdJnll: Appliulion II )v7cby rrodt to obu)n s permit Iv do Iht Work +nd Insullslions +s Indict(cd. I crAify Ihsi no w rk or intull,non n, 1 convncncro pnor to tnc issWncc ors perrnll end MI 411 work will bo pOrfnrmod Io nVet+urldvd+ o(tll 1+w+ I(jvltllnj consW(lion In This jurisdiction. I vndcn Onu thvl , scorn:: ponlii mwt be stowed for ELECTRICAL WORK /LVMRINO, SIONS, ML-5, POOLS, FURNACES. BOILERS, HEArE+li, TANK5, snd AM COND(TIONE)IM CIO. 011NFR'S AFFIOAVI_I: 1 C-rAVY Ih+I ell o1'Ih4 conjoin j lnrorrrudo. G aeevr%" and d%AI all .vote will be done to cornplianr4 rid+ All cpptic oblc U w I rn J I conawodon and coninj• WARN(NO TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEmRN't MAY;E5ULT IN YOUR P. Y(NC T1v)CE FOR IMPROYEMENTS TO YOUR PROPERTY. V YOU INTEND TO OBTAfN FfNANCP10, CONSULT WrTH YOUR LENDER OR AN A TTO)LNEY BEFOAe ggCORLMO YOVR NOT ICU OF COMMENCEM IiNT. NOTICE: In sddldon H Orr rvavinrsunu of Ihlt parmit, there nvy he et)dilion+l ftirrIcUon+ cpplicoblc to this properry ()vll rrvy be (vvnd in Inc public rc:ON, o this covnry, and Ihcn rrvy be Lddltlonl perrniu mgvlrod Imm other jove nmonul cnn iW ouch a "ter mlrneprrncnt Jllnicu, twit gvn6(1, or rcomt ,yrnr io. Acceptancc orperinll Is mirlmion Mr I will noo(y the ownrr orlhr property Or Iht rvgvircmonu of )1 Ids Ucn l.0 W' r.\ s I $iFnitun u(OWnu•/Aitcnl Uusr liplv�uR of Gonmctnl/A�r l On, /rinl0�ncr/Axcnl'+Nana Print Ct•rura_clor/ACcnl'a N+ Sicnslurc o(Nvury••S1s1t rs/Florid)•, ` nsty Signstvtt of Noul ulc nl')lonv, Uvlc O.nor/A5un1 IJ Ycriunnlw J(nnrvn iv Mt yr (:vnln Clnr/A;cnl it Iy Kno• n tv Mr V, . Prrdvr.•A Its _... .. ..._ APPLICA 1'10N APPROV(1) I)Y: Illdk: (ullitlt;s,;„ I,)iillltus: _ _ „ 1't) _• ihli l:nl (I 1)+Iv) (lltili'rl 4: Nit)••• (ht,li)I ,y I)7I{) (1.,161 J' Ilolr Marie A. Zettlemoyer Commission #DD221380 ices: Jul 15, 2007 ' •: Ex .•`�: 'y''+b' �•�?, p Bonded Thou Atlantic Bonding CO., Inc. aa�C \ CITY OF SANFORD PERMIT APPLICATIC Permit Date: Job Address: 75 725 t.0 Description of Work: �J / _ Historic District: Zoning: Value of Work: S 10-3 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial t' Occupancy Type: Residential _V Commercial Industrial Total Square Footage: a Construction Type: F�,1-.# of Stories: c�— # of Dwelling Units: __A_ Flood Zone: __�L (FEMA form required for other than X) Parcel #: act - 1 I 3)— V 1 ' -n O (Attach Proof of Ownership & Legal Description) Owners Name & Address: n U @ Phone: Contractor rNName �j&Addre'ssQ INt t i nse Number: Phone & Fax; 7- Phone��U�-Cr3C)C� Bonding Company: Address: '0 ':r•;• Mortgage Lender: Address: ArchitectlEnglneer: Alb. Pat •• �T Phone• Aca I -:1-14 AddressG �� ` t , Fax: A0=11_ Application is hereby made to obtain a permit to- k 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 ba "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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition t e 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 [h y be itional p Rs required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe tt i e ' tc on that I 'll notify the owner of the property of the requirements o rida Lien Law, FS 713. Si ature of Owner/Agen Date Signature o Contractor/Agent Date L�ar�t��ca �• L�t� P M a is Na e ^ P nt Co eta Agent's Na e ,Z-OS z— �S Signature of Notary -State of Florida Date Signature of Nota -State of Florida pate MARILY MMAL:D::j ,.•`ii1��•, �,n,. MARIL�/NMALDO%ii1� r E of 14 ,sDoc .•:,Notary Public State of Florida Contractor/A14,ELwomm_ Produce - DD 379465 BarreledBY National Notary �R;,;�t•`•'�-- Bor><1ed By Nalfaal Notary �^' APPLICVMS Zoning: Ut n el a ) FD: (Initial & Date (Initial &Date) (Initial &Date) Special Conditions: 0, !��s oab V �� c I hearbv name and appoint: To be my lawful a Lot #:a-(�3 Address: Limited Power Of Attorney Coulton, Geoffrey Coulton, and Michael Robinson each agents of D.R. Horton Inc. in fact to act for me and a t of: The City of Sanford to The Buildin For a residential permit for work to be performed at: Subdivision: C U-)-0- And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signatur of ntractor This foregoing instrument was acknowledged before me this 2, day of 4;ez , 2005 By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of Florida MARILYN County of Orange :••�`�Y �`�'F is Notary Put*c . SStote of Fbedo WCcrtn�on6pMeaDec 1420t>8 , COMMIMlon # OC 379465 Notary Publi Signature 9onded CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) NAME SERVICE ADDRESS MAILING ADDRESS TURN ON DATE FAX # (407) 328-7367 SINGLE FAMILY RESIDENCE ✓ MULTI -FAMILY RESIDENCE Owner - _ e� �� COMMERCIAL L-lw.� ., Lg umjn SOCIAL SECURITY# HOME# NA I OWNER OF PROPERTY 'D, P, . 4cr—jDn MhC I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS, I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PA I.�l:? SIGNED; DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL $ Z TALL F LL DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE F PLOT PLAN DESCRIPTION: ( AS FURNISHED ) LOT 218, CELERY KEY, AS RECORDED IN PLAT BOOK 64, PAGES 85-96 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 218 CONTAINS 8979 SOUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 633 SO. FT. t TOTAL SOD 6559 SO. FT. t KEY HAVEN DRIVE 50' RIGHT OF WAY N89'S6'OO-W 435.19' CENTERLINE OF RIGHT OF WAY 292.60,T59------------- I ----- 25.00' NOO'04'00"E •�i PROPOSED INLET NOT 92.59' LOCATEDD - — - - S89'56'00"E BUILDING SETBACKS FRONT: 25' REAR: 25' SIDE: 7.5' CORNER: 25' PREPARED FOR: DR HORTON LTJ 37.1' 1' = 30' GRAPHIC SCALE 0 15 30 --- 4Pi I I V 7- � < O 3 Z I z= �a I O O O C'4 O N of ^ 01 S89_'56_00"E 25.00' rio �I Q z �Z I �PC 1 10' UTY \ ------ --EASEMENT- --------------------- 1 _. _._._._._._._._._._ TI 45 0' a 00 W 1 ix 0 W.6 ,o oA. o Vi f i F- I Z N ..e.o . 55.00' o W `z I 0 O W 1-r1 '��..--• Il: O vi • . l W 25.5' — 0 cs PROPOSED o w 2.5' J ¢ 1 MODEL 2289 c� FINISH FLOOR ELEVATION-15.43 T` .''.-�:. .'c�:.+`'••+'•^ `�";�:.: .',:•: :7:•.1.:'. I ---------------------- a ---------------------- o-------�---- — 5' DRAINAGE & UTILITY EASEMENT — N89-56'00"W 117.59' 1 A=90'00'00" O L=39.27' R=25.00' CB=N44'56'00"W C=35.36' - 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SETBACK LINES SHOWN HEREON ARE PER DATA FURNISHED BY CLIENT AND ARE FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120294 0065 E, DATED 4/17/95.AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. I BEARINGS SHOWN HEREON ARE BASED I ON THE SOUTHERLY LINE OF LOT 218 BEING N89'56'00"W, PER PLAT. (FIELD DATE:) SCALE: 1 - 30 FEET APPROVED BY: SJ REVISED: LOT 217 LEGEND — - — - — — BUILDING SETBACK LINE MLW - — - CENTERLINE POO — — RIGHT OF WAY LINE POL 'A PROPOSED ELEVATION PCC POC OR PROPOSED DRAINAGE FLOW PD CONCRETE A L l9 LICENSED BUSINESS C.B. LS LICENSED SURVEYOR pC PRM PERMANENT REFERENCE MONUMENT Pl PCP PERMANENT CONTROL POINT PRC (P) PER PLAT PT (M) MEASURED TYP (CALC) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP S/W SIDEWALK R P CONCRETE PAD CS PB PLAT BOOK C PCs PAGES R/W NG NATURAL GRADE ORB SO FT. SOUARE FEET PSM AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENCTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT 01' REVERSE CURVATURE DENOTES POINT OF TANGENCY 11PICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WiTNOUT THE SIGNATUIfE' AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM47063 DRAWN BY: I PLOT PLAN 1-31-05 OLC ' FOR THE FIRM JAMES JAY JILES PSM #4997 DATE V26 CITY OF SANFORD PERMIT APPLICATION Permit # : Job Address: Description c Historic Disti Permit Type: Building Electrical Mechanical / Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — �t otiAMPS ) Addition/Alteration Change of Service Temporary Pole Mechanical: Resident... Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial W Occupancy Type: Residential / Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel 0: Owners Name & Address: (Attach Proof of Ownership & Legal Description) Phone: Contractor Name & Addt%COMMERCE S REET CTTrnxr, ... LAME MAWFIAM, TT39946 State LicerAklDti2LYi11 G. DEe1AaLA/ RU'�17s.• Phone & Fax: Contact Person: CIC062448 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no woik or installation has commenced prior to the issuance of a hermit and that all work will he 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 omplian with all ap ;cable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMEN EMEN'f 1AY RE IN POUR PAYING ATTORNTWICE OEI' EIFORE ECORDINOG )'OUR NOTICE OF COMMENCEMEPROPERTY. IF YOU INTEND NT. OBTAIN FINANC�Ci C SUL,T W H YOUR L DER OR AN NOTICE_: In addition to the requirements of this permit, there may be additional restrictions this county. and there may be additional permits required from other governmental entities s Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Prim Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Producers ID tx and in the pub. MCI, of st a agencies, oeml agencies. Law, FS 7 -��ature of Contractor/Agem Date 1tUlil:K1 G. DEL•-LO KUSJU Pri t ontractor/Age m's N me Signature of Nmar}-State of o Date Contractri/Agent is kePers�onally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: MIRINDA C. TURNER MY COMMISSION 9 DD 212893 EXPIRES: June 14, 2007 Borded Thru Notary Pubilt unaorwiters rpi ,JJ r: C:_:"e:s' �•es_ri]:1 nc' -ilo E:: - . - - - _ _ .. -• .. - -=r��ne�t•� .-ems:•=_ ..- - •-, -= - - •----:.. _ - _ -. •- _. — _- _._ •_:_ aica�=c.r�_ ter_ ._ ?e?"e7 ii Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Eiectr ica1: New Service — # o1:AF1PS Addition/Alteration Change t)f Service Temporary Pole Mechanical. Residential l Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Murnbirg/ l4eev Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEfe'IA form required for other than X) Parcel #: (Attach Proof of Ownership 4[ Legal Description) Owners Name & Address" _ �6-i1 (� ` ;.L Phone: Contractor Nome & Addo-vq. iti MN , R(`.^ C--, P'L, 1%T OT TTre,T, I AJM- ��e �bg � � � Stole LicerW=f G. DELW RU480 Phone `Fur: Contact Person, CAQ-0— 4W8 Bonding Company: Address' Mortgage Lender, Address: Architect/Engineer Phone: Address. Fit: Application is hereby made IU obtain a permit to do the work and installations as indicated. I eeitiR that no work i-r installation has commenced prior to the issuance of a hermit and that all work P,II l he performed to meet standards of all laws regulating construction in this,jaricdiction I understand that a separate pennit must he seemed for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS. POOLS, FURNAC ES, BOILERS. ItEATERS. TANKS, and AIR CONDITIONERS, cic. 1 _ OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all worl, will he don in comphai a with all applicable laws regulating constrticti�tn and zoning. WARNING TO OWNER: YOUR FAILURE l0 RECORD A NOTICE OF COMM CEMENT MA1' RES IN YOUR PAYING TWICE FOR IMPROVEMENTS 1'O l'Ol%R PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, NSIILT TH YOUR, N DER OR 4N ATTORNEY BEFORE RErORDING POUR NOTICE OF COMMENCEMENT.NOTICE• In addition to the requiremeris el'this permit, there may he additional restne ,on ,pphcahlc is pro{ y that nt b(e ound the public reco//rds of this county, and there maybe addrtional permils required from other governmental entiti such as % r in eni disc' is, to agencies, or federalp`encies. Acceptance ol'permn is Neftl'icatinn that I will notifv the owner of the property of th/,equire its -,t Flo,a Lie a' Fyr 13 Signature of Owner/Agent Date Pi int Oa nor: Agent'; Name Signature of Noian,-State of Florida Date OwncrrAgenr is' Pei coral l.: Known to Me or Produced ID APPLICATION ,APPPCi\ I:U BY. bide (lnuiai & Date) Special C ontliutms. Signatuie tit Contractor/Agent--- Date ROBERT Q DELLO RUSSO Pr' Comrnuori A- cm's N• e Signaime of Nmarn tale nt londa ate C•nnlraClVi%AIrN i _�Pcison3llvown to �1e M Produced II Zoning: Unlin" Munn] & Date) FD: ilnpual d' Date) IInitial & Date) MIRINDA C. TURNER MY COMMISSION ii DD 212893 EXPIRES: June 14,2007 Bonded Thru Notary Public Underw•mers CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT ❑ 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) ❑ 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. ❑ b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls arc to be shown. * Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) ❑ C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. ❑ 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. ❑ e. Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. ❑ f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. ❑ g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. ❑ h. Square footage table showing footagev Garages/Carports S.F. Porch(s)/Entry(s) S.F. Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. ❑ 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. Cl 5. Other submittal Documents: ❑ a. Utility letter or approval when public water supply and/or sewer system connection to be made. ❑ b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbin final 14. Building final �� /� 15. Other / DATE SIGNATURE (By Ownef or 6=77A P �X �F� J ST C O�±►TRQl., Sentricon* Colony Elimination System Pretreatment Plan Agreement Dace of Install : Contract Number :address � _�•C-7—Uff .13Vd,�'�6eo Cite/State/Zip_�ll��ZtO, SEE Phone &C Email INSTALLATION ADDRESS: LOT SPECIAL OR ADDITIONAL COMMENTS .NOTIFICATION STICKER LOCATED: • t \tr a Quarterly Payment Amount (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due NY111 result In the cancellation of this Warranty and Justify removal of the Sentricon System, Name Address City/State/Zip Phone & Email CeAer-u ,)r�P_c . . DAMAGE REPAIR WARRANTY From the date of Installation of the Sentrlcon* Colony Elimination System, Apex will -Arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notifleatlon and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed 51,000,000. Apex may chemically treat the affected area of the property at no additlonal 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 GOVERN THE RELATIONSHIP OF THE PARTIES, Apex Representative Signature Date Customer or Agent Signature, Date Apex Pest Control Inc., (Apex) will, In substantial compilance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1 Install Sentrlcon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the dato•hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4, during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recrtilt* termite bait; and C. any observed 'effect of the Sentrlcon* Colony Elimination System (Sentrlcon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation, The Pretreatment Pian may malntalned for the LIFETIME of the Identified property subject to. the terms and cond agreement for'. er quarter (3mo period) y Sentrlcon the fifth year, and each year thereafter, Apex period) Payable o to revise t eend of the previous monitoring eriod of this per year. P g g period. After quarterly payment amount, not to exceed 10% The Customer warrants full cooperation with Apex. during the term of this Agreement, and agrees to baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood•soll co under pier type structure, or as noted In "Special or Additional Comments". The Customer also Agrees c maintain the %Ymnree) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or of to no standing of and the areas) balled, b no time will damage caused to an g to notify to, o of and Insect Infestation, be the responsibility of Apex In areas where any of the conditions described i otherwise Into, onto, or under Y portion(s) of the Structure(s), even by an active wood destroying of Apex to aiert the Customer to any of the above conditions does not alter the Customers responsibility n this Paragraph exist, Failure DISCLAIMER: COMPANY DISCLAIMS P nstbility under this paragraph, INCLUDING STATUTORY WARRANTIES, ALL OTHER WA RAN �IERCHANTABII,ITY, FITNESPFICALLY DISCLAIMSANY R EXPRESS OR IMPLIED, FURTHER, COMPANY HAS MADE NO URPOSE, OR WAR, OF IMPLIED WARRAINTES OF SERVICE PROVIDED AY7IRMATION OF FACT OR PROMISE RELATING TpMNNLIKE SERVICE, Customer expressly ED HEREUNDER THAT any cl�lms to CREATED negligence, torts, personal injury, death, violation of an st OR AMOUNTED T0'AN EXP THE -PRODUCT OR Y suit, arbltratlon or other legal SS W nst�N for compensatory; lhcidental, consequential, exem la y atute, rule, or regulatlon, loss of use, diminution of value, economic event shall Apex be liable for any amount greater that amount paid by the Customer to P ry, punitive, liquidated, treble, or special damages 1f any kind, and in no Apex for the service to be performed. :' SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (1)It is the responsibility of all family members, vlsltors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment may have and (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any -allergy or. sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activeited or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the•general terms And conditions are hereby made part of this contract and apply without exception. l• DOWELANCO OWNERSHIP OF SENTRICON• SYSTEM COMPONENTS- The Customer understands thatt All components of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to Any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. �. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex w1111 (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship(notet Conventional "liquid barrier" method of termite control may not offer An effective means of controlling certain termite Infestations of certain structures. In such* event Ape% may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if 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 rec.eIved; (4)lf 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, andt(S)retrIeve, or advise DoivElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer willi (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this. relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial Installation• Prior tol (I)the Structure(s) being structurally modified, altered, or otherwise changed on (2) to any termiticlde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering -of balting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any Alteratlon, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee, DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the tlme the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTIDEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located Ir Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex ma; Without notice., terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue a the highest rate allowed by law during the period of Any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred b; Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida, If any part of this Agreement I held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force An effect. CHANCE IN LAW. In the event of a chango In applicable law As It pertalr(s to the services promised herein, Apex reserved the right. t revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's llablllry und.er this Agreement will be terminated If Apex is prevented from fultillir Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuevor materials, sttlkt embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of Cod or circumstances beyond the control of Apc Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alteratior (3)termite damage resulting from direct wood to soil eontaet; (4)furniture and contents; (S)areas of existing damage unless areas have be repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding Iitlgatlon, In the event of any dispute arlsing hereund Customer agrees to submit the dlspute to the least expensive procedure of arbitration In accordance with the rules and procedures commercial arbitration of the American Arbitration Association or any successor organlzatlon, and In accordance with and subject to all 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 seq. I proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators be final and concluslve, and binding on both parties. Customer agrees that any such Arbitration shall be -conducted on an Individual bn and not n 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 panics , no other representatlons of statements will be binding on the parties. REFUNDS. Apex At any time on or after 36 (thlrty-six) months from the Initial date of Installation, terminate this Agreement And relieved of any liability hereunder If Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Prop, from subterranean termite Activity. 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 wrltln The Apex Corporate purpose c. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the Idcntl Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection vas rcquc by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for it period of 1 one Initial 12 (twelve) month period, Customer may transfer or Assign this Agreement with a I year from Its effective dote, After (thing) days of the transfer of the treated Property, transfer fee payable to Apex wlthl 'Trademark or DOWElanco Brevard Area S08 S Plumosa St. Merritt Island, FL 32952 407.459.2847 800.929.2847 Orlando Area 7006 Stapolnt Ct. #G Winterpark, FL 32792 407-8S8.0540 888.764.2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813.221.2847 877.459.2847 J--23 Conch ke6l THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT W6�11 SEMINOLE COUNTY BK 05624 PG 0979 CLERK'S # 2005031205 RECORDED 02/23/2005 12:25:40 PM RECORDING FEES 10.00 RECORDED BY G Harford NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot 21 , 218, 219, 220, & 221 Celery Key Plat Book 64, Page(s) 85-96, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 5850 T. G. Lee Blvd., Ste.: 600, 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: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida desipnated 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: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): n D.R. Horton, I By: (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of , 2005 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporat n, on behalt o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid N6tary Sikn ktue �';;�s MICHELLE C. BLADEK Notary Public - Stale of Florida My COmmis§w FVies Dec 1. 2008 Commission At DID 376042 Bonded By National NotaryAu11. Notary Seal CEPYIFIED COPY MARVANNE M6ASE CLERK of 6RUIT COURT oL MY, FLORID FEe 2 3 �� ?OD� � ri>n e�.� CI't'1' OFSANFORB PERMIT APPLICA'I'ION Permit a : C�5 -- F 1?>c^ j� Date: —QD Job Address: �1�'-1 ► lQ�� .� Description of Work: WL,') yokraifAiy � ��'�I , I listoric District: Zoning: Valuc of Work: S I ld7tdi 'VC K2C�t I'ermit'l'ype: Building Electrical V Mechanical Plumbing-- Fire Sprinkler/Alarm Pool Electrical: New Service —a ofAMPS vidition/Alteration Change ol'Service Temporlry Pole_ Mechanical: Residential Non -Residential Rcplacenkni t New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: a of Fixtures _— 1I orWater & Sewer Lines a of Gas Lines I'1ur11bing/Nc1v Residential: a of Water Closets._----- Plumbing Rcpair — Residential or Commercial Occupancy type: Residential Con,niercial Industrial 'total Square Footage: ('onsiruction 1•)-pc: Hof Stories: I/ of Dwelling Units: Flood Zone: (FENIA form required for other than X) . , Parcel a (Attach I'roofofOwnership& Legal Description) On nen Name & Address. a F ps r� Epp �tv-i Z?±g- U00 QQpr)db 3a ark Phone: 4cR a o - !a00 ' -. _ .. ► In. l ,i,�. ..�•I .. ri•tLJ1r.Lt�i/ C:In...nr.01C. Ir'%r. � J' RIC.rna PooL la+2.( Vb(r — �:� to'7. State License Number: I'hour & /qO7 6J---7R • ifs Con•nci Person-iT6di(?t1l W 1I II CtM—> Phone: %'IG5--;,If1 aq(OU Bonding Company: Addrees. Mortgage Lender' A d d resa. Architect/Engineer. Address: Phone: Fax: Application is herehy 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 isxianc•c of a permm and that all work will be performed to man standards of all laws regulating construction in This jurisdiction. I understand that a separate permit inust he secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, end AIR CONDITIONERS, etc. O1VNI:R'S AFFIDAVIT: I certify that all of the foregoing inl"orination is accurate and that all work will he done in compliance with all applicable laws regulating construct ton and zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. II YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE' RECORDING YOUR NOTICE 01: COMMENCEMENT. \1( TICE: In addition to the requirements of this permit, there inay he additional restrictions applicable to this property that may be found in the public records of this county. and there cony he ndditional permits required 1'rom other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is veriflctaion that I will notil'y the owner ul'the property of the requirements of Florida Lien Law, FS 713. Sig nature of Owner/Agent Date Signature of Contractor/Agent Date I 'I ntOwnerlAgcm's Name Print C ractor/A� ni's Name ••••..• Signature of Notory-State of Florida Dntc Signature of Notary-Stats•ef•FtotltlVpENISE MUA Comm# oDo368151 Expi re3 IIW200B g2�254: Owner/Agent is _ Personally Known to Me or Contractor/Agent is :P6!"s nwlw",nt�4Qt�vnr(800 ° 11 n Inc Produced I D ' -- Produced ID--- — — --- --Ti n......«bnda— ...............[ :\PPLICAT'ION APPROVED BY: Bldg. Special Conditions. Zoning: Utilities: (Initial & Date) (Initial & Date) (Initial & Date) FD: (Initial & Date) ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:22 P. 02 CjRTMr3DTT1NG RIES Architectural Division • 7252 Narcoossee Rd. • Orlando; F7.32822 (407) 394-7744 a Fax (407) 384-7751 Web Site: www.ctlarch.com E-mail: ctlarch.com Report Number: CTLA-90OW-5-16 Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS. INC. P.O.BOX 8908 GREENSBORO, NC 27419-0908 0 Product Type And Series: Endura Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by Nan Ya Plastic/ Plaat-Pro Distinction with Aluminum Inswing Threshold (7411s 9811) HGD-C40 w/o Reinforcement, HGD-C45 w/ Reinforcement Test Specifications: A 101/1.S.2-97 "Voluntary Specification for Aluminum, r/inyl (PVC) and Wood Windows and Giass Doors". Frame Components: TU main frame measured 74" wide x 97.625" high overall. Frame consisted of two (2) pine jambs measuring 4.562" wide. x 97.625" long. One (1) frame header 4.562" -Aide x 72.50" long, ovped and butted corner construction, secured with two (2) It 8 x 1.75" P.H., flat head wood screws. One (1) alurninum (ZA14566) ituwiag threshold measuring 4.562" wide x 72.50" long. Configuration, Six panel opaque, fiberglass double door unit (Inswing). XX Panel: r Active and astragal panel meaaurvd 35.75" wide x 95.25" high. Door Panel Construction: The panels are constructed of am ya fiberglass (0.075") thick S.M.C. skins. The interior cavity of door is filled with PU foam flush type. The top dt bottom rails are constructed with foam PVC plastic and measured 1.5937" wide x 1.125" high x 35.125" long. The hinge stile is concocted with one (1) piece of foam PVC plastic measuring 1.750" wide x 1.200" high x 95.250" long, one (1) piece of wood reinforcement measuring 1.4375" wide x 0.65" high x 93" lost& and ono (1) U shape reinforcement steel measuring 1.5937" widen 0.79" high x .079" thick x 93' long. The lockstilc is constructed with one (1) piece of foam PVC plastic measuring 1.750" wide x 1.200" high x 95.250" long, one (1) piece of wood reinforcement measuring 1.4375" wide x 0.65" high x 93" long, one (1) piece of wood reinforcement measuring 1.5937" wide x 0.19" high x 93" long, two (2) pieces of U shape reinforcement steel measuring 1.5937" wide x 0.79" high x .079" thick x (43.3" long top piece), (27.56" long bottom piece) and one (1) wooden lockbox measuring 1.5937" wide x 0.79" high x 20" long. A DBK-R door sweep was attached to the r bottom rail. The astragal ie attached to astragal panel. Glazing: N/A rl(3( 3 uL1. __ GVt.r.? ! r -LJ r. VJ i 1 Page 2 of 3 Endura Products. Inc. Reaoit N C LA-90OW-5-16 Weather Stripping: Head: One()) piece of weatherstrip Eadura QEHD 650 Jambs: Two (2) pieces of weatherstrip End= QEBD 650 Astragal: One (1) picco of weatherstrip Endure QEBD'650 Jambs: Two (2) pieces of 1F.ndura simple solution corner pad Bottoan rail: One (1) picca of DBK-R door sweep Hardware di: Location: One (1) Kwiksct Deadbolt located 54. IS?" from top of panel One (1) Kwikset passage lock located 59.687" from top of panel One (1) Standard astragal located on astragal panel. One (1) Hurricane astragal with ranforcemcat located on astraptl panel. Four (4) 4" butt hinges on door frame located 6.4375", 32.562", 58.681 and 94.912" tucs3uring fitorn top of door panel. Sealant: An adhesive sealant was used to seal unit into rough opening . Additional Description: Each hinge was attached to frame with four (4) screws, the tap hinge had two (2) #10 x 2.50" phrllips counter sunk screw and two (2) 010 x .75" phillips counter suck screws. The middle and bottom bingo had one (1) 010 x 2.50" phillips counter soak screw and three (3) # 10 x .75" phillips countor sunk screws. Hinges were attached to door panel with four (4) #10 x .75" phillips counter soak screws. Instauation: Fourteen (14) 010 x 2.50" phillips counter sunk screws were used to secure specimen to wooden test buck. Six (6) in the name head located 6" ft m each jamb then 18" ox. them after with two (2) at mid span duough astragal sWce plats. Fivo (5) its each jamb located 6" fr= each end 22" o.c. thcroattcr with one (1) at mid span. Comment: 2.1.2 2.1.3 2.1.4.2/4.4.2 D/P +40 D/P —40 Nominal 2 rail polyethyleae film was used to." against air lealmge .during structural loads. The film was used in a manner that did not influence the test results. Performance Test Results altle of Test Mohod Measured Allowed Air Infiltration ASTM E283-91 .01 cfirdit2 .34 cfn/W. ® 1.57 psf The tested spocimm meets or cxomds the performanec levels specified in AAMA/l0I/I.S.2-97. Water Resistance 5.0 gph/ft3 WTP = 6 psf D/P 40 Uniform Load Structural permanent Defbnnation @40 psf Positive @40 psf Negative ASTM E547.93 Four (4) five (5) minute cycles No Entry No Entry ASTM E330.90 Twenty-nine (29) second load .041 " .055" Unit tested without reia5oraerne"t Unit tested with two (2) screws added to header n .382" .382" ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:23 P.04 Page 3 of 3 Endum Products, inc. RMM W MA-90OW5-16 Performance Tat Results (condmed) Pstr pb 1�10j¢ of Test etleod . MexMMd Allorred 2.1.4.214.4.2 Uniform Load Structural ASTM E.330690 Permanent Defonnatica Tea (10) second load @60 psf Positive .203" .382" @60 psfNegative .108" .382" Unit tested without rrinf�at Unit tested with two (2) screws added to header 2.1.4.2J4.4.2 Uniform Load Structural ASTM E330-90 Permanent Deformation Ten (10) second load @72 psf Positive .027" .382" @82.5 psfNcgative .007" .382" Unit Ustod with rei nforc=mt Unit tested with two (2) screws added to header Mid -span of lockstile max allowable peon sct at load (0.4% of span) = .382" Test Date: May 30, 2002 Vest Completion Date: July 10, 2002 Remarks: Aetaded drawings were available for laboratory records and comparison to the tort spechaea at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by CTL for a period of four (4) years. The results obtainod apply only to the speoiateu tested. This test report does not constitute certification of this product, but only that the above hest results v6vre - obtai$ed using the dcsignued test metbods and they indicate compliance with she performance requirenmots (paragraphs as listed) of the above referenced specifications. C tigod Testing Laboratories assumes that all inforrnadioa provided by the client is accurate and that the pbysioal and chcrnical properties of the components are as stated by the manuficturer. CertiSod Testing Laboratories, Inc. Walter Williams , Lab Te chviciam Arc4itoctural Division cc: Fndura Products, Inc. (4) Ramesh Patel, P.E. (1) He (1) L= Ramesh Patel, P.E. Florida Reg.# 20224 1 0^ • J.JVVVVNL+i O UUL LL LVVJ 1 f . L4 r. VL CERTIFIEDTIESTINGLA Architectural Division • 7252 Narcoossee Rd. • Orlando, FL 32822 (407) 384-7744 *.Fax (407) 384-7751 Web Site: www.ctiarch.com E-mail: ctlarch.com Report Number. CTLA-90OW-5-1 Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS, INC. P.OBOX 9908 GREENSBORO, NC 27419-0908 Product Type and Series: Endura Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by Nan Ya Plastic/ Plast-Pro Distinction with Aluminum Outswing Threshold (7411x 81") HGD-LC35 w/o Reinforcement, HGD.LC50 w/ Reinforcement Tat Specifications: A 101/1. S.2-97 "Voluntary Specification for Aluminum, Viiryl (PVC) and Wood Windows and Glass Doors". Frame Components : The main fi:ane measured 74" wick x 81.125" high overall. Frame conaisted of two (2) pine jambs measuring 4.562" wide x 91.125" long, Onc (1) flarne header 4.562" wide x 72.50" long, coped and butted corner cvnatruction, secured with two (2) # 8 x 1.75" P.H., flat head wood screws. One (1) aluminum (ZFOB4566) outswing threshold measuring 4.562" wide x 72.50" long. Configuration: Six panel opaquo, fiberglass double door unit (Outswing). XX Panel: - Active and astragal panel measured 35.75" wide x 79.25" high. Door panel Constr;ietion: The panels are constructed of nan yx fiberglass (0.075") thick S.M.C. skins. The interior cavity of door isrfillod with PU foam flush type. The top & bottom rails arc constructed with foam PVC plastic and measured 1.5937" wide x 1.125" high x 35.125" long. The hinge stilo is constructed with one (1) piece of foam PVC plastic measuring.l .750" wide x 1.200' high x 79.250" long, ono (1) piece of wood measuring 1.5937" wide x 0.79" high x 77" long. The lockstae is constructed with one (1) piece of foam PVC plastic measuring 1.750" wide x 1.200" high x 79.250" long, one (1) piece of wood measuring 1.5937" wide x 0.79' high x 77" long, ono (1) wooden lockbox measuring 1.5937" wide x 2.359" high x 20" long. A DBK-R door sweep was attached to the door bottom rail. The astragal is attached to astragal panel. Glazing: N/A Weather Stripping: Head: One (1) piece of weatherstrip Endura QEBD 650 lambs: Two (2) pieces of weatherstrip Eadura QEBD 650 Sill: One (1) piece of weatherstrip Endura QEBD 650 Astragal: Ono (1) piece of weatherBMp Endure QEBD 650 ' )ambs: Two (2) pieces of Endura simple solution corner pad r t •�'� p� Bottom rail: Ono (1) piece of DBK-R door swoop t 1 Z uk,L cc ZVV,., If r.VJ Page 2 of 3 Endura Products. Inc. Report p CILA-90OW-5-1 Hardware & Location: One (1) Kwikset Dmdbolt located 38.5" from top of panel One (1) Kwikset passage lock located 44.0" from top of panel One (1) Standard astragal located on -astragal paced. one (1) Hurricane astrapl with reinforoemeat locaCod oa astragal panel. Torte (3) 4" butt hinges an door 8amc located 6.4375"1 37.625", and 63.8125" measuring from top of door panel. Sealant: An adhesive sealant was used to Baal unit into rough open* Additional Description: Each hinge was attached to frame with four (4) screws, the top hinge had two (2) # 10 x 2.50" phillips counter sunk screw and two (2) # 10 x .75" phillips counter sank screws. Ti1c middle sad both hinge had one (1) # 10 x 2.50" phillips counter sonic screw and three (3) # 10 x .75" pbillips coWitcr sunk screws. i4ing= ware attacbcd to door panel with fbw (4) rf 10 X .75" phillips coumr stunk screws. Installation: Twelve (12) 0 10 x 2.50" phillips oountw sunk screws were used to secure spear to wooden test buck. Four (4) in the fimntc head located 6"ftm each jamb then 18" o.c. there after. Four (4) in each jamb located 6" $orn each cad 22" o.c. thereafter. Comment: Nominal 2 mil polyethylene Slm was used to seal against air leakage during structural loads. The film was used in a manner that did not influence the best results. angaph NQ Title o1'Tsaf 2.11 Air Infiltration 1.57psf Performance Test Results q� Measured Allowed ASTM EM-91 .01 owfe .34 c$nlW. The tested specimen meets or mccods the performance levels ipecified in AAbWIOI/1.S.2-97. 2.1.3 Water Resistance ASTM E547-93 5.0 gph/fe Four (4) five (5) minute cycles No Entry No. Entry WTP = 7.5 psf D/P 50 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330.90 Pcnuancat Deformation Twenty-six (26) smcnd load D/P +50 @50 psf Positive .012" .317" D/P -50 @50 psf Negative 001" .317" Unit tested without rcinkTacu nt let 2.1.4.2/4.4.2 Uniform load Structural ASTM 8330-90 Permanent Defoortnation Ten (10) second load @75 psf Positive @56.25 psf Negative .011" .317" Mr Unit .001" tested witbout rein&mement idt 3 ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:26 P.04 nge 3 of 3 Endura Products, Inc. tzy= # CILA-900W-5.1 2.1.4.214.4.2 Test Date: Performance Test Results (continued) Uniform Load Structural Permanent Deformation @75 psf Positive @75 psf Negative ASIM E339-90 Ten (10) second load .011" .139" Unit tested with reittforaancnt kit Mid -span of lockstile max allowable perm. set at load. (0.4% of span) = .317" May 16. 2002 .317" .317" Test Completion Date: May 16, 2002 Remarks; Detailed drawings were available for laboratory records and ocmpanson to the test specimm at the d me of this report. A copy of this report along with mprescWzdw sectiam of the test spociman vrlll be rctaiacd by CTL for a period of four (4) yam. The results obtained apply only to tine specimen tested. 'This test report does not constitute certification of this product. but only that the above test results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed) of the above refcrenccd apecificatioss. Ccttified Testing IabvraWsm ass=ts that all inSestna Wn proviaod by the clierd is &*curate and that tho- physical and chemical properties of the compom= are as stood by the maaufiscturer. CestiAcd Towing Laboratories, Enc. taot3 Lab Technician ArcWtectural Divisim ' L cc: Endure Products, la*. (a) {a3 Ramesh Patel, P.E. (1) Ramesh Patel, P.E. File (1) Florida Reg.# 20224 f Architectural Testing Endura Products, Inc. 8817 West Market Street Colfax, North Carolina 27235 January 10, 2003 RE: Summary of Results: JSWE-ZFOB-XX-06 Testing has been completed on Johnson Steel Wood Edge door, Endura series/model JSWE-ZFOB-XX-06. The specific tests and results are: Test Subject Results ASTM E 283-99 Air Infiltration N/A ASTM E 547-00 Water Rcaistanee N/A ASTM E 330-97 Uniform Load Deflection Test +/- 48.0 psf ASTM E 330-97 Uniform Load Structural Test +/- 72.0 psf Desi Pressure Rating based on E 330 +/- 48.0 psf Design Pressure Rating (based on E 547 N/A Note: Design pressure rating based on water test can not exceod design pressuue rating based on load tests. Testing was conducted at Architectural Testing, Inc. on 9/19/02. Complete test results are documented in ATI Report No. 01-42675.01. Sincerely yours, ARCHITECTURAL TESTING, LTC. r ;dseph-A. Reed, P.E. Director — Engineering Services JAR -jar cc: 01-42675.01 130 Derry Court York. PA 17402.9405 phone' 717.764.7700 fax; 717.764.4129 www.archtest.corn ENDURA PRODUCTS Fax:3366684478 v Oct 22 2003 17:31 P.03 ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. SERIES/MODEL: JSWE-ZFOB-XX-06 TYPE: Ultimata Astragal Steel French Outswing Door Title Summitry of Results Uniform Load Deflection Test Pressure ±48.0 psf Uniform Load Structural Test Pressure ±72.0 psf Dcsi n Pressure Rating ±48.0 psf Reference should be made to ATI Report No, 01-42675.01 for complete test specimen description and data. Aechitectural Testing ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. 8817 West Market Street Colfax, North Carolina 27235 Report No: 01-42675.01 Test Date: 09/19/02 Report Date: 12/13/02 Expiration Date: 09/16/06 Project Summary: Architectural Testing, Inc, (ATI) was contracted by Endura Products, Inc. to perform tests on a Series/Model JSWE-ZFOB-XX-06, ultimate astragal steel french outswing door. The sarnplo tested successfully met the performance requirements for the test methods below. Test Method: The test specimen was evaluated in accordance with the following: ASTM E 330-97, Standard Test Methods for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. Test Specimen Description: Series/Model: JSWE-ZFOB-XX-06 Type: Ultimate Astragal Steel French Outswing Door Overall Size: 6' 2" wide by 6' 9-7/8" high Panel Size (2): 2' 11-7/8" wide by 6' 7" high Finish: Test unit was white. 130 Derry Coun York, PA 17401.9405 phone:717.764.7700 fax: 717.764.4129 www.archtest.com ENDURA PRODUCTS Fax v Oct 22 2003 17:32 P.05 Test Specimen Description: (Continued; Weatherstripping: Description Kerf mounted "C" shaped open cell, vinyl wrapped Simple Solution compression foam seal 2" long by 1-3/4" wide by 0.600" high vinyl wrapped compression foam seal 1-3/4" wide by 7/16" high DBC — H double fin single bulb 01-42675.01 Page 2 of 5 antit Location 1 Frame perimeter and astragal 2 Bottom of jambs and astragal 2 Bottom of door panels Frame Construction: The head and jambs were constructed of wood. The sill was constructed of aluminum with a PVC composite insert. The corners were coped, butted, and scaled with four 3/8" wide by 3/4" long staples through the jambs into the head and sill. The sill contained a vinyl snap -in place threshold and an interior threshold cover. The PVC composite was secured to the aluminum sill with 3/ 16" wide by 3/8" long staples. Panel Construction: The 1-3/4" thick Johnson Stcel Wood Edge door panel was constructed using two 1/32" steel sheets that were foam -filled. The perimeter was lined with a 1-11/16" wide by 7/8" thick wood block on all sides of the panel. All corners were butted and glued together. The astragal was secured to the second active panel utilizing double - sided adhesive tape and 98 x 2" drywall screws placed 10-1/2" from top and bottom of panel. The strike plate and dead bolt plate were secured through the astragal with 48 x 2" screws, two per plate. uct 22 2003 17:33. P.06 01.42675.01 Page 3 of 5 Test Specimen Description: (Continued) Hardware: Descriptio Ouanti Location Dead bolt with strike plate 1 40-3/8" from top of panel, strike plate on opposite panel Locking knob with strike plate 1 45-7/8" from top of panel, strike plate on opposite panel Metal slide locks 2 Each end of strike panel Metal hinges 3 11" from head and sill and one midspan Drainage: Slopcd, sill. Reinforcement: No reinforcement was utilized. Installation: The door was installed into a 2 x 8 #2 Spruce -Pine -Fir wood buck and secured using #8 x 2/l/2" drywall screws. Four screws were used in each jamb, 5" and 27" from each end and four in the head, 6" and 28-1/2" from jambs. The 2 x 8 buck was set into a 2 x 10 Pinc-Fir plywood test buck and secured using #8 x 3" drywall screws to" from corners and 12" on center. The exterior perimeter was sealed with silicone. r -- a Test Results: The results are tabulated as follows: Title of Test - Tcst Method Results Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the meeting astragal) (Loads was held for-28 seconds) @ 48.0 psf (positive) 0.23" @ 48.0 psf (negative) 0.32" Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the panel) (Loads were hold for 28 seconds) @ 48.0 psf (positive) 0.34" @ 48.0 psf (negative) 0.31" Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the meeting astragal) Loads were held for 10 seconds) @ 72.0 psf (positive) 0.02" @ 72.0 psf (negative) 0.01" Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the panel) Loads were held for 10 seconds) @ 72.0 psf (positive) <0.01" @ 72.0 psf (negative) 0.05" 0142675.01 Page 4 of 5 Allowed L✓175 = 0.45" max. LA75 = 0.45" max. L175 = 0.45" max. L175 = 0.45" max. 0.4%L = 0.32" max. 0.4%L a 0.32" max. 0.4%L = 0.31" max. 0.4%L = 0.31" max. 01-42675.01 Page 5 of 5 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenccd spccification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except in full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: _11� ) ' Z,----7_ Mark A. Hess Technician M.0 AMO 01-42675.01 J A. $eed, P.E. ector—Engineering Services ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:34 P.09 DOCUMENT CONTROL ADDENDUM #►01-42675.00 Current Issue Date: 12/13/02 Report No.! 01-42675.01 Requested by: Kevin MacDonald, Endum Products, Inc. Purpose: ASTM E 330-97 testing of a Series/Model JSWE-ZFOB-XX-06, ultimate astragal steel french outswing door. Issued Date: 12/13/02 Comments: Florida P.E. Seal required on report. I X . Opaque Outswing Unit COP-WL-JH3121-02 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT. II ll r•,� I O 1 U ,-i O ,.a Note: Units of other sizes are covered by this report as long as the panel used does not I exceed 3'0" x 6.8". Single Door Maximum unit We : JIT it 6•!T Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Test Data Review Cerhf /3026417A and rAP7test ReportValidaDon Matrix a+3026447A-002 provides additional information • avalable from lee ITSWH websde (wvw,etlsermio.wm(, the Masonite website Nmw.mawnile.com) or the 0 asonite technical Centel. Large Missile Impact Resistance Hurricane protective system (shutters) is IUOT REQUIRED. Actual design Pressure and impact resistant requirements for a specific building design and geograpMc state or but building codes spedty the edition recliored looabon is determined by ASCE 7-national. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL•MA0011-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: • 'ii,!! oo 00. -- o ao J .I::;, , , ' 00 00 0 Flush Arch Top 3•Panel 3-panel 6-panel New England -panel 9 D Eyebrow 4-panty — —"— A-Danel �- --p o� oa JI:e a J_ � 7=- CIO9-panel IS•panN 5-panel 5•Danel with scroll Eyebow 5-panel Eyebrow 5•Panel with scroll Johnson- EtntrySystettttts PRLU_ vvnr:J/.c% June 17. 2002 ,. • -0 spam cr vooci unworsmeni ma,n sort YLi•R1 eesgr. W oroaun ceue sLo.scnocmr%9- mneuirwice Masoni to International Corporation X , Opaque Outswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2184-1. 2, 3 Certifying Engineer and License Number: Barry 0. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201. PA202 and PA203. Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles Constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled'with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: 7TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201, PA202 3 PA203 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 Vtlsovrck I1..sy rI 0--r—I■. Test Dab Review Certificate 03026447A and COP/Test Repon validation Matrix 03026447A-002 provides additional information - available from the ITSWH websile (vnvw ellsemko.com), the Masonite website (www.masonrte.com) or the Masonite technical cenler. Johnson" EntrySystetr s t.,...,..,. ,,•_ Lune t7 PRE�'ff,,-' i,�... 2002 - o..., Ar eoewu+q P67.n or P•Otl Imn.vemenr -�a sttcrtcatw 5 asgn a.+a o.wua M a s o n i t e International Corporation mull s�rea : o mange x row nome X ,• , Opaque Inswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: I r O O Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Test Data ReviewCerbFicate 03026447A and Coplr Report ValidabOn Mainz '3026441A-002 provides additional mformmi.n - .d blir from the ITSAVH website (wwwellsemkocom(, the Masonite website (www masomte.eom) or the Masonite technical center. - Single Door tWaimum unit sue = 3'0' a 6'8' Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact re5islant requirements for a specific building design and geographic location is determined by ASCE 7-nabonal. state or local building codes specify the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: Flush Arch ToD3-panel 3-panel 6-panel New England 4.p2nel Eyebrow 4-panel 8-panel 00 O 0 a E t 0❑ 9-panel 15-panel _ _ _ 5•pand 5-panel with scroll EyebrowS•Danel Eyebrow S•panelwiNsaoll Johnson- Etntry5ystems June 17. 2002 ow c W i uvq wsgam or V o= unaro. me`v Mike &M--carom • vgn am atoax .mall suoiecr to cmres •mr.out Mpu Masonrte International Corporation X , , Opaque Inswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2183-1, 2, 3 Certifying Engineer and License Number: Barry 0. Portney, RE. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021 " steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI•DADE BCCO PA201, PA202 3 PA203 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 111111/1 6IN, rI Test Data Review Ceroficate /3026441A and COP/Test Report Validation Matrix 030264d7A-002 provides additional information - minable tram the ITSMH webs4e (wwweIISemka.pam). the Mas oni le websr le Iwnrw,masonile Cam) or the Masomte techmrat center. Johnsonr- Entrysystems June 17. 1001 '1r[Wmunq pop am pl po0up1.morovine"t makesloewwons cognanaprocnAi Masonite International Corporation ,con woiar to Nonce mtnpu nopcs X Glazed Outswing Unit WOOD -EDGE STEEL DOORS APPROVED ARRANGEMENT: _yF ! Tat Data Review Cerlifi ate +3026447A and COP/Tesi RepoilValidabon Matrix s3026447A-001 provides additional information - available from the ITS WH websde (vrww.edsemko com). the 0 Masonite websile (wvwmasonite.com► 0 or the Masonite technical center. 1y •y I . Note: Units of other in, are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door Maxunum unit size = 37 a 68- Design Pressure +40.5/-40.5 Limited seater unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tar a specific building design and geographic location Is determined try ASCE ]-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-MA0011-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 �� rA 00 t 00 00 00 00 00 100 Se les 133, t35 Series 136 Series 680 5enes 822 Series 1/2 GLASS: _Da _00_ 00 00 00 00 00. 105 Series 106. 160 Series' 129 Series' _ 200 Selles' 12 RIL. 23 R/L. 24 RIL 107 Series' 108 Serles Series' 304 Series 'this glass kil may also be used in the IOIlownng door styles: 5-panel. 5-panel with scroll. E- ebrow 5-panel. Eyebrow 5-panel with scroll Johnson- Ei trySystems — June 17.2002 OUI C*MrV"g Payam 01 WOMKI fOplpvNrgO T des SOtC,'[ar,Or6 C?Slgn am rim Ai Mail wolcl :O [ange WaNUI X:." PREWPD.- �-o Masonite International Corporation X ,.. a 1-02 Glazed Outswing Unit WOOD -EDGE STEEL. DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: .ti �I- i• � t 1 r ��. Q8 130 404 Series 410 Series 450 Series 109 Series 114.120. 122 152 Series te9 Series 300 Series Series CERTIFIED TEST REPORTS: NCTL 210.1897-7, 8, 9. 10, 11, 12: NCTL 210.1864-5. 6. 7, 8: NCTL 210-2178.1, 2. 3 Certifying Engineer and License Number: Barry D. Portney, P.E. 116258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210.2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood'. Top.end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab tilled 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 bumper threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Test Data Review Certificate 03026447A and COPrresl Report Validation tdatrn 73026447A-001 provides additional information - available from the ITS+WH wetrstte (www.ellsemko.com). the Masonite webstts (wwwmasonite.eom) or the Masonile technical center. Slate of Florida. Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Johnson'" EntrySystems .tune 17.2002 PRf�lk.�,..r'!/x�a . %tom • .� O.. u.r asC"""MMpDpam of P00JO InVO rmera ncves%x Ib :aa Cesgny gooutt MdsOnite International Corporation o^ail futi;4a to cr ff v•rlrout not -co ,XX " r 1 -Glazed Outswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: O lest Data Review Certificate 13026447A and Cop/rest Report validation Matra 43026447A-002 provides additional information . available from the I7SWH websrte (wwwellsemko com). the Masom to nebsi to (ww w masonrte.com ) or the Masonrle technical center. . 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 Ma)umum unit size - 6'0- a 6'8- Design Pressure +50.5/-50.5 Limited inter unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tot a specific building design and geographic location is determined by ASCE 7-nalional• stale or IOW building codes specify the edition iequired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed— see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 CSC 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 680 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 00: 105 Series 106 160 Series' 129 Series' 200 Series' 12 R7L. 23 RrL. 24 Rk 107 Series' Series' 108 Series 304 Series 'This glass kit may also be used in the following door Wes 5-panel. 5-panel with scroll: Eyebrow 5-panel. Eyebrow S-Danel with scroll. Johnson°.. t.ar ....r, r... EnttrySystems o.. O..r..r June 17,2001 D. rb:omarWga.ogl natroom.noro."ertrru.esswd,cauorsaesyoanavoow Masonite International Corporation . vaa woir• rocnarq.,.areur mutt xx- Glazed Outswing Unit COP-WL-JH3162-02 METAL -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: I FULL GLASS: 404 Series 410 Series 450 Series 109 Series 114. 120. 122 152 Series 149 Series 30D Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-1. 2. 3, 4, 5, 6; NCTL 210-1864-1, 2, 3, 4; NCTL 210-2184-1, 2. 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021"steel. 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 bumper threshold. PRODUCT COMPLIANCE LABELING: oe 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 20D1 Florida Building Code, Chapter 17 (Structural Tests and Inspections). / &af�5 State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Test Data Review Certificate13026447A and COP/Test Report validation Matrix 13026447A.002 provides additional information • available from the ITStWH websile (www ellsemkoeom)• the Masonile vapsrte (www.masoniie.com) or the Masisru te technical eenleL Johnson- r..r.....,,,..T Entttysyste.>,s June 17.2002 ^a•' •o• 0. emwnmq r.a¢amar vaoucx mprow"enr mares soeutca.ons:esgn end pr000cr Me Boni to International Corporation Vaal 1AjK1 :0 erari;! MtOUI nOpfS Ax , . I. Glazed Inswing Unit WOOD -EDGE STEEL DOORS' APPROVED ARRANGEMENT. trU.,,«be esr,..y rI Test Data Review Certificate 03026447A and COp7Te1 Report validation Matrot r3026447A.001 Provides additional information . available from the ITSANH websde (wwsv.e0semko.com), the Masomte webslte (www.masonde.eom) or the Masomte technical center. 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 Maitimum Wt size. 67 x 6'8' Design Pressure +40.5/-40.5 Unrited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual desigp pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-nanon2l. 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: 00 r pp am 00 20: 00 00 00 00 00. 100 Series 133.135 Series 136 Series 680 Series 822 Sefies 1/2 GLASS: LE _00 _00 00 00 00 00 105 Series 106. 160 Sena' 129 Seies' _0_0_ _ 200 Series' 12 R/L. 23 RIL. 24 R& 107 Series' 108 Senes Series' 304 Series 'This glass kit may also be used in the follommng door sP/In 5-panel; 5-panel wilh scroll; Eyebrow 5-panel; Eyebrov, 5-panel rnlh scroll Johnson- ;r._ ElntttrySystetms_- une 17.2002...... o.... .fur comeuu.p atoiam arpowcl..pra"fn rakes SCeeileaflom¢sign asoroaua Masomte International Corporation alai sumci 10 cmige K.trlaut n=4 xx e e , Gaaaed.Inswing Unit WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: 0 3 404 Serves 410Serres 45D Series FULL GLASS: I I,1. 109 Serves 114.120, 122 152 Series 149 Series 30D Series Se r ies CERTIFIED TEST REPORTS: NCTL 210-1897-7, 8, 9, 10.11. 12; NCTL 210-1861-4, 5. 6. 10, 11, 12: NCTL 210-2185-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood. Top end rails constructed of 0.041 " steel. Bottom end rails constructed of 0.021" steel. 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Test Data Review Cenirrtate 13026447A ad C01"/rest Report validation Matrix 93026447A-001 provides additional information . available from the ITSwm websrle (www.edsemko.com), Ill@ Masonite website (wwwmasonite.eom) or the Masonite teehn=l center. State of Florida. Professional Engineer Kurt Balthazor, P.E. —License Number 56533 Johnson- r..r.....,. EtntrySystelms- June 17. 2002 a- " o. Ow com'" r oaam or or eoxr menvtmenr Bores SW11421.os oeK, am orowcr Masonrte International Corporation o-.mr sub,ecr:o cmnpe wrmou nonce. .... x. Glazed Inswing Unit. I METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: trv.,e••rse e+�e.sr 'es'Da" Review Certirxate i3p26447A and COP7iest Report Validation Matrix 13026441A-002 provides additional information • aw,latlif hom the II websile (wwsv.etlsemko.eom), the Dhsonib we 11 (wwwmasontte.com) a the Masomt• technical Center. Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door Maximum unit size. 3D' x 68- Design Pressure +50.5/-50.5 Limited water unless special threshold design 4 used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a Specific budding design and geographic location is determined by ASCE 7-rational. state or local building codes speaty the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02 and MAD-WL- MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 114 GLASS: aaao 00 arm 00 �fp 00 00 t00 Series 133. 135 Series'- - � a a 136 Series Sm Series —. 112 GLASS: 622series AM OQ 00 00 105 Series' 106. 160 Series' I— —Series' D 0 0 0 _a 0 0 200 Series 12 RIL. 13 R/L. 24 R/L 107 Series' - -•' - — Series 108Series yb Series TAis glass kit may also be used in the Idlovang door styles; 5-Panel' 5-panel avith scroll: Eyebrow 5-panel. Eyebrow 5-03nel vnlh scroll. Johnson'"Ent rysystems June 17.2002 • �amviir�i;i// Our contranq DroQam or Dro4Rr W rWeIrr11 mate SDlGlo..r,„ o.... dmd Suomi to cnanoe wenout 4flej icargrp Der+gn am Dr0000 Masonrte International Corporation *. A Glazed Inswing Unit COP-WL-JH3141-02 METAL -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: i n1_11 CIDis Ilk 1, IV _ _ t 404 Series 410 Series 450 Series 109 Series 114. 120.122 1S2 $arts 149 Series Series J00 Series CERTIFIED TEST REPORTS: NCTL 210-1897-1, 2, 3, 4, 5, 6; NCTL 210-1861-1, 2, 3, 7, 8, 9; NCTL 210-2183-1, 2 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 .Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021 ". steel. 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-DADEBCCO PA202 COMPANY NAME CITY, STAFF To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida v/ Building Code, Chapter 17 (Structural Tests and Inspections). ~7• Test Data Review Certifi=l /3026447A and COP[resi Report validation Matrix -0 t3026447A-002 provides additional information • available hom the ITSANH websitrr (www.etlsemko,corn), the w Masonile welisite (ww.masonrte cam) Of 1111 Masooite technical center. State of Florida. Professional Engineer Kurt Ba lthazor, PE. —License Number 56533 Johnson" ''ysystems _ 11E EErrj'1�11y �J11r y Ert l�r�rrl, rr w June 17, 2002- arr rTl�l'ji. �•rm„in 0.• •rr Drr-rr 'q oropam Dr noaucr rlmtlq n7tC sopncu,or• oespn ma croc.n rDEm"eE"ir-1"D" mDrovMasonite International Corporation XX- Opaque Outswing Unit .COP-WL-JH3122-0271 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: No O IN Test Daia Review Certificate 03026447A and COP/rest Report Validation Matrix /3026447A-002 Provides additional intormation • awil.bl. hom the ITS WR websile Iwvnv.e0semkoeom), the Masoni4 weDsle (xvwrmasonde.coml or the Iebsonite technical centet 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 I hxrmum unit sue . 6'0' x 6-8- Design Pressure +55.0/-55.0 hmited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic Ioabor is determined by ASCE ]•national, slate 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. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed— see MID-WL•MA0002-02. APPROVED DOOR SJYLES: 00 Flush Arch Top 3•Danel 3-panel 6-panel NewEnglard4-panel Eyebrow4-panel7pane7 Fi nec Ej o . o o 9•Danel IS-panei 5-panel _®_11 S panel with scroll —. Eyebrow S�pand _© Eyebrow 5-panel vrith scroll iohnson', EtntrySystet>rtns June 17. 2002 :Lr :oninwq wogram w Drowa rcmovemerw ryees Swalcarior{ Cevgn m oro*v aura woiec: ro cranglwanour nonce Masonite International Corporation XX . Opaque OutsWing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1.2, 3. 4, 5. 6: NCTL 210-1864-1, 2, 3.4: NCTL 210-2184-1. 2. 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI•DADE BCCO PA201, PA202 iL PA203 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 M moek Hw" VI *=-1♦0 Test Data Review Certificate 13026447A and COP/Test Report Validation Matra /3026447A-002 provides additional information - avaibble Irom the I1SWH websile (www.ellsemko eom), the Masorete website fwww.masonite corn) or the Masonite techncal center. Johnson,- EntrySystems A 2002 pp��y •" Jane �tcl•ef•,.e • 0. . o. Ow coremiuq oopm wecacanero :ew im oroeva M a s o n i t e International Corporation OnDO =iw loC7nae %vmoa noixe xx Opaque Inswing Unit APPROVED ARRANGEMENT: METAL -EDGE STEEL DOORS VAN. r I•ew-p .. F'7• TesI Data Review Certificate /3O26447A and COP7Test Report Validation Matrix ,3026447A-002 provides additional intormalion • awrlade Irom the ITSWH webstle Imvw.etlsernko coml. the tatasonite website (www.masomte.coml or the Masomte technical center. . 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 = 60- a 6T Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance. Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national. state or local building codes sper5ly the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: CIO 00 00 UU= 00 00� _00. Flush Arch Top 3-panel 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel C1] •�w c il: d t�o •; I 00 00 U U.DEC ©® ®_® 8 ©_ 110 9-pand 15•pand 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel oath scroll n Johnson- -. EntrySystems June 17.2002 T o.. , Ow cmr�nrrp or oeam or voacr m•orowr�u rra�es roeerrcu�o�a ceogn ro xoc6cr M a s o n i t e International Corpora [ion . •aor. uorr :ocranpe �rrnpur rwu..e X �C I I Opaque Inswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1. 2. 3. 4, 5, 6: NCTL 210-1861-1.2, 3. 7. 8.9: NCTL 210-2183-1. 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794.1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top*end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior. cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201, PA202 d PA203 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 rn..nede t'a.wp F7• lest Data Review Certificate 13026447A and COP/rest Report Validaton Maum 03026447A-002 provides additional information - available from the ITSWH websile (www.etlsemko.com), the Masonite websrte (www.masonite coat) or the Masonite technical center. Johnson- EntrySystems June 17. 2002 a-- 0.. OM connnuov von, am 01 y0aucr vncr0remen1 To.n f0eacc::10ns aspn ana woora M a s o n i t e International Corporation xn.t =ifts:0 cNime '".'Ow '0" p.r - Inswing Unit COP-WL-MA0101-02 APPROVED ARRANGEMENT- � ©il II �( O"I 'n'.0 i ; FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". blfurr•rh H«Mtr Test Dale Review Certificate 03026447A; #30264478:13026447C and Copfresl Report Validation Matra i3026447A- 001. 002. 003: #30264478-001, 002. 003: i3026447C-Wl. 0D2.003 Provides additional information - avalable from the ITSlWH websrte Iwww.ellsemkoeom), the Masortde website Nmw.masonite.eom) or the Masonrle teehnicatcenter. Single Door Maximum unit sue = 3'0' a 6'8- Design Pressure +76.0/-76.0 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 ]-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-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed -see MID-WL-MA0001-02. APPROVED DOOR -STYLES: 00. 0� 0D ciao ouo -0- .00 .0 0 , 00 Flush 6-panel New England4-pand Eyebrow4•panel Pa net Eyebrow 5•panelmthscroll n Oak raft . ARTEK - -- . t .- FISCROLAS! ENTRY DOORS tOun t,re ti i1v2 ••� o-.�... �•... :W Conbrn.nq ropam or vov:ct .+rcrover+er.: ruro stttcdtans Cesgn ane pt oatxt M a s o n i t e international Corporation .t:ad %�C,x: to c:.araa •..on�w acau x- Opaque Inswing Unit COP-WL-IWA0101-02 FIBERGLASS DOORS CERTIFIED TEST REPORTS: NCTL 210-1973-1. 2, 3 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. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME MY. STATE oo 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 ak0 t FIe ERCLASS ENTRY DOORS .L•.a JL: a.DauCl ittWraver+!al N.ts sm,"cv,= ces,rn ana Droc6t cNi15 Dlec:D simoL'. im-ce NuTwick If�ry VtI F'1•. Test Data Review Certibote 13026447k l30264478• 13026447C and COP/Tesl Report Val atim Matrot I3026447A- 001, 002. 003:l3M64478-001. 002. 003.. 26447C-OD1.OD2,003 Provides additional inlarmatioe avadadI from the ITSM1VH websits (www.etlsemkoeom), the Masonlle vetisl It lWww,masontlt cam) or the Masonhe teclttaglcalhr. Masonite International Corporation .0 X. Unit TYP T 1 � .- - . MID-WL-MA0001-02 - - 6' TYP 6'8" UNIT 8'0• UNIT 13-15116- 17.1/8' MAXIMUM ON CENTER TYR • 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 114" SINGLE DOOR Test Dao Review Cerbliiate /3026447A; /30264478: 03026447C and COP/rest Report validation Matrix e3026447A-001, 002. 003. 030264478-001. 002. 003:03026447C-001. 002. 003 provides additional information - avathble Irom the ITSANH webstte (www etlsemko.com), the Masonile websrte (wwwmasoniie.com) or the Masonite technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146, 3166, 3241 3246, 3261 • or 3266 Compliance requires that 8' GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1.114" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. June 17.2002 01 canl+4;q Ycpam 01 y00uc1 .mDr nmL11 tm,a, srtc.'"110n, ,*14n am Dt Oaup amad subita !0 :11a"pr -- W IMCe MO: � Masonite International Corporatl;q XX Opaque Inswing Unit . COP-WL-MA0102-02 71 APPROVED ARRANGEMENT: FIBERGLASS -DOORS trlt.n,ock N...,r �t•o Test Data Review Certificate /3026447A: 130264478:13026447C and COP/rest Report Validation Matra 13026447A- 001,002,003:030264478-001.002. 003: 03026447C-001. 002. 003 provides additional information - avarlable from the ITSWH website (www, etlsemko.com), the Masonite webslh (wsww masomta.cortl) or the Note: fulasonite technical center. 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 btaximum unit sire a 67 x 6'6' Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-nabonal. state or local budding codes specify the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL•MA0002-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: .--- � 0 0-- 0 Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panef Eyebrow 5-panel with scroll Oakgr-aff FIOEROLASS ENTRY DOORS rbn'm-M 10-rr!"vTDwr Qp��/y� _ — e IYJ�Y.IY./I��I•. (Gay � 1,.e :7 2t-02 - O.• r D.- %i r,enu"u•ng oro72m el MOW !TWOr MMI mM.ee W..ultiapons olygn anC DIOc'.ICI M a s o n i t e International Corporation :e'a : s::,!Ci : � Cranyl wMCN SCIi[! XX Opaque Inswing Unit FIBERGLASS DOORS CERTIFIED TEST REPORTS: CTLA-772*2 Certifying Engineer and License.Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade 8CC0 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. 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 akcraff AREFEK" .1 FIDeROLA33 ENTRY DOORS vo Tk.r i*oerry. Fur 0o ad commu.ry oromar"01 WoD00 D10ve.1en: rakes ivewiczionl JeKr, ao0 DtODoO adad i'l-ect 10 crank..:, X! TWce YIl�rnocA elr..gr Test Da If Review Cerbfiale /3026447A: #30264478: 13026447C and COP/rest Report Validation Marro 03026447A- 001. 002. 003: 0026447" l . 002. 003:/3026447C-001.002.003 provides additional information available horn the ITSNVH website (www.ettsernko.com), the Masonite website (vAvw.masonite.com) or the Masonite technical centet Q.-I, D. LLLJJi Masonite International Corporation XX Unit- • — I6- 3' .TYP.I__ TYP CL TYP. MID-WL-MA0002-02 DOUBLE DOOR TYP 6 . / TYP. 6'8' UNIT 8'0• UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. r Minimum Fastener Count • 6 per vertical framing member • • 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening • Width of door unit plus 1/2" • Height of door unit plus 114" rwsod. alw Test Oata Review Certificate 03026447A: 030264478: f3(126447C and COP/rest Report Validation Malri: 13026447A-00t• 002. 003:130264478-001.002. 003. 03026447C-001. 002. 003 provides additional information - available from the ITSAVH webslte (www.edsemko.com), the Masonrts 1■e website fwww.masonite.com) or the Masonde technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147, 3167, 3242% 3247, 3262' or 3267 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16)•surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. 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 3 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 1-114" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. June 17 2002 PiREA-Lc�il-�,. • ••nr:onumm�pDropuootaoftcl-D,ovrnenMiles f1M.C.111.6ra Masonite International Corporation Y.Spn )r a Dr Wtrr CCIai ;u0nC1 !0 CVNe mmow voice OX0 1 ' ' 1 I 1 Opaque Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: M Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". ' Mlrn>oc+t IleraMr rff/. F7. Test Data Review Certificate 03026447A; 130264478; 03026447C and COP7Test Report Validation Matrix 03026447A- 001.002,003;/3026447e-001,002, 003;/3026447C-001,002.003 provides additional information - avadable from the ITS(NN website (www.etlsemko.com), the Masonite websnte (www.masonnte.com) or the Masonite technical center. Single Door with 2 Sidelites Maximum unit size = 5'4- x ST Design Pressure +55.0/-55.0 limited water urdess 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 budding 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: Igo .00 00: 001 ODD Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 6-panet with scroll Oakcxaff AR K� .V �.0 J..rr nra ear ureJ ' rIe6ROLAs! ENTRY DOOR! Mr�fertua.�Oery Frv7 Donn :une 17 2002 C Our W ,nung POorvn of Of O=Dnprove nl rrQkA tcealcaliom Clsr4n L'.D Crooutl C-UII SWIlcl tocriange %%hour neuu. r_�_j�j }({�'�� r ar.0 r•rr mom n O..r.rr D..rr U Masonite International Corporation 0X0 Opaque Inswing Unit COP-WL-MA0104-02 FIBERGLASS DOORS APPROVED SIDELITE STYLES: il or r IN 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-772*2 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 and sidelite panel glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LA TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE Oakesd FIBZROLA33 GNTRY DOOR? 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 AREK`- �bsL_y i F"w&k. Fn" Occ.. !Iw 17 2002 Our cmltnu:ng X09nrn 01 D10dW rm0:0Vemenl m 4eS SOeOIKA1110M deKn ar4 orocutl lend L1DIKt i0C7nQe RGnout naoce Y1ArAsoear 11erRRy rl/ Test Data Review Certificate $3026447A: 03026447B:/3026447C and COP/Test Report Validation Matrix 13026447A. 001. 002. 003: #30264478-001. 002. D03: 13026447C •001. 002. 003 provides additional information . rvaOaWe from the ITSrwH website (www.ettsemko corn), the Masonitew websile (ww'mmnite.com) or the Masonfle technical center. F �tlu rr•r, Ir�m n Dui r D�• Masonite International Corporation OXp 1 rtftr f Unit SINGLE' DOOR WITH 2 SIDELITES TYP. TYP CL TYP ' TYP. 1 1 1 l l 1 1 1 1 1 l 6- TYP. • 6'8' UNIT 8'0" UNIT 13-15/16' 17-1/8- MAXIMUM ON CENTER TYP. A. T T T T T T T T T T T Minimum Fastener Count • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per locallon. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" VON■tock Mrar Test Data Review Certificate I3026447A: 03026447B: #3026447C and COPRest Report validation -r Matrix 13026447A-M. 002, D03:130264478-001, 002. 003:13026447C-001, 002, 003 provides additional information • available Irom the ITSANH webwww. srte (ellsemko.com), the Masonite 4► �m website (www.masonile.com) or the Masonite technical center Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3244% 3249, 3264• or 3269 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. 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 J8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 6 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. Pn0Lsc(/.c�wn June 17. 2002 T o.. . o. pro contowng pvem.m no togam of oroaucr improtes soeatcauons. M a s o n i t e International Corporation . engn am oroaect oeux wotta to change wtnoa notrce. XO. Or OX I' r 1 I I Opaque Inswing Unit APPROVED ARRANGEMENT: 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'. or . Test Data Renew Certificate 13026447A. 130264478; 03026447C and COF/rest Report ValidationMagix #3026447A- 001. 002. 003; J>p264478-001. 002. OM:130264470001, 002. 003 - provides addrborol information - avadable trom the ,ides website (vrww.ettsemko.tom), the Masomle websile (wvnr.masomte.eom) or the Masonite teWlid center. Single Door with 1 Sidelite Maximum unit sue .47 x 6T Design Pressure +55.0/-55.0 smiled 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 specity 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: cam 00 00 M. 00 0 00 ©© Flush 6-panel New England 4-pand Eyebrow 4-panel 9-panel Eyebrow 5-panel with scroll O akQ raft M MK" PrtreROLASS UNTRY DOOR! -Lae :r. iwa ar .rranu,ng Dogram or it 0=1 .rr.DrP2mMi R445 SneD1xa1;0i3- ul W aM MOW mu.i y.o;<U ;n:;Onge'.nnnoW'Oace. Masonnte International Corporation. xO -or Ox I • r I I Opdque Inswing Unit FIBERGLASS DOORS APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L.13R.23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Serra 300 Series 14R. 24L series CERTIFIED TEST REPORTS: CTLA-772W-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 and sidelite panel 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 koAR K FIREROLn33 EnTRrnooRs —' b-4n—I-q-1."own one rt 2W2 JJ CW Z,; yoglm of P oouG r:norovemrtm a.es s-eWcav9 ctKn an4 omooc: 77ad Stunt to C.'Gr4e n4:<:1 rcrV Yleenaode N....y rf/ Wit•. Tesl Oa la Review Certificate 03026447A: 03026447B:13026447C and COP/Test Report Validation Maim 03026447A. 001.002.003: 43026447B-001, 002. 003: Q(126447C-001.002.003 provides aft lronal information available from the ITS WH website w twwellsemko tom), the h4sonife w webslle (vfw.masonite eom) or the Masonde technical center. Masonite International Corporation XO or OX -Unit CL TYP. 1 1 MID-WL-MAD003-02 SINGLE DOOR WITH 1 SID.ELITE' TYR TYP. TYP. 6- TYP 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 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 r r r r r r tn•mode anon" Test Data Review Certffcate /3026447A:03026447B: /3026447C and COP/test Report Validation Mabix r3026447A-001, 002, 003: /30264478-M. 002. 003:03026447C-001. 002, oD3 provides addlUonal information -available from the ITSANH website (www etsemko com), the Masonite �e website (www.masoolte.com) or the Masonde technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3243% 3248, 3263• or 3268 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. • Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and 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. 0 June 17.2002 Ow cOmim ulO or00rrm Of IXOCMI nnOlOveMnl rMkn Spec111Oa110ns. Oes9n ul" pf o= "Clad SOW 10 ch"t r11IlOOf Vatic# r /�C/►el.ivn: o(�o!lrcn Masonite International Corporation VARLICK / HALL ENGINEERING, INC. CONSULTING ENGINEERS 3612 WEST AZEELE STREET - t1MiPA, FLORIDA 33609 - )813)073-0024 - FAX (813)874-9318 July 26, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold Certification -fI Ct - Die No. GAS-40338 Job No. 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above, this is to certify that the threshold design conforms with the requirements of 2002 Florida Building Code Section 1606. The design calculations have been prepared in accordance with "Specification for Aluminum Structures" published by. The Aluminum Association. Wind pressures are based !on ASCE7 - 98, for a 165 mph wind velocity, and an importance factor of I A Design pressures are -99.0 for end zones. Attached is copy of the calculations. If you should have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WARLICK/H, R- Douglas Hall / LIT) License 53759 Attachment: Str I� WARLICK f HALL ENGINEERINC, INC. u CONSULTING F-No[NEERS 3612 Idlest Azecic Strccr Tampa. Florida 33609 (513)3 3.0024 wi CM-4 - 4. 5 45 V4Eic-k4T 4.4 = .S My -T-4' 45 IJ7C4 (`y A;, 0- A = Sx b 7W:)kUiIIo--ac�ft Il I h r' QSr1ty1 � ti...al,�C .� 1�iTt • M+� ByRU—Date:I I Zj- a. Sbt.No. i of S Job Nolte?_—ISZ Revision . t�7$ 57r-- N -TVA 2 4�'S 1+-y -io Cta'N c R .; ?� ►.�� 4 — �4 a'-L� P�� :3 l}�� 4— �4r ��£r�G�� r-t,rl'aPc�,►�S. F,'-f71 tuna+.. IDAIRL 01t11 DE KZ*?1'11D1 .. ;.oct ---- .094 •' 6 25�� ] t 0 rIr e 360 k .037 1 500 05 T" 075 .3]2 �Ob .030 4 _( .197 .264 050 • nap t�wLot �o. \ 03l R .G22 Q � C . 645 .250 . 545 ACTUAL SIZE MA► NUK #SVXlik1lt]r 1IMMRD IMEW APPLY u-ab )KCIlrep Q11RRntit wsrrctr tco. v.% L INICOC".4*0- 349 Id AM tr yN pats � 1Aff .419 tour, Cox On ON. 2 1.10. h SCJLLC 2'1 00 +4 . I MD. _ In coK JA1C' _ -YO auto 61 mix Mtw_ wwz - t.a. 4.626ir ,ual 6063-75 093 R .050 MINGALEX . lY111MWH.a[.-uaaw�- n 1 o - H On I.]H DIP a M 0 � • .f� . M .IJI • g�a P.Ol6� F (ML R \ ' f---- --- •- rao�awwra.t _ _ Comm WRLDV I IIE HAR WAUE _ t ateV7a1 tl�aEs7iILD rasrrti lily •D _.:�. f lad OP 1 9L1 I OMMAMI "I x Yo I ® �� MW 1. hmot M .I. . Sri r � 10. 177 imle wnf ;rnz zr3:" �i.- � •��:� +mot .l-7i "iA riTw�.7 in '+ ♦ m sr l�6.7 L9 M 7ifAa. Z' AC1:lA1. Sl2E ray — w 040. — _ _ w 7+1vP1�',,I i Pc�So'sL 77/W ;► • Ilk As- a� is 'VA'` B WAALICK ENGINEERING, INC. Vs 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873-0024 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida ZUSTOMER : World Wide Door Components JOB NUMBER 202-152 DATE : 1/29102 5ESCRIPTION : Threshold +*+ DESIGN WIND LOADS - ASCE 7-98 *+* *** C014PONENTS AND CLADDING *** BIND VELOCITY = 165 MPH -IXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GOOF SLOPE = 5.00 : 12 TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 20.0 FT 3ISTANCE, Z = 7.0 FT (22.62 DEG) Kh = 0.902 Kz = 0.849 WIND LOADS WALL AREA 9 g GCp (+} 0.986 — 0.986 GCp (-} -1.086 -1.372 PRESSURE (psf) 73.3 73.3 SUCTION (psf) -79.6 -97.6 t / L i �a4 5 'a 4 b E qh = 62.9 PS F qz = 59.2 PSF P G B = gh((GCp) - (GCpi)) Cpi = ± 0.18 UILDING WIDTH = 100.0 FT CORNER DISTANCE, a = 8.0 FT WARLICK ENGINEERING, INC. Consulting Fngin=3 3612 W. Azmle Se. -Tampa. Florida 33609 (813) 873-OM4 Job:Rorld Wide Doer Camp mpnra By:Rnx Due: ShtNo. S of lob No. ! S mil CONNECTION OF MULLION INTO CONCRETE 2 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 2 X 1870 X 2.33 = 4,9751 SHEAR = 2 X 2800 X 1.33 a 7,4481- 3 - 5/8" X 23/4" HILTI KWIK BOLTS PULL-OUT = 3 X 1870 X 1.33 = 6,845t SHEAR = 3 X 2800 X 1.33 = 101248t 2 - 1/4" 1APCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1.33 = ' 240# SHEAR = 2 X .385 X 1.33 = .1024# 3 - 1/4" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PU LLOUT = 3 X 90 . X I . 3 3 = - 36011 SHEAR = 3 X 385 . X 1.33 = .1536# 2- i 1 2 x l" RAWLPLUG PULLOUT = 2 X 2000 X .25 X 1.33 = 1,3300 SHEAR = 2 X 2100 X .25 X 1.33 = 1,396#, 3 - #12 X 1" RAWLPLUG PULLOUT = 3 X 2000 X .25 X'1.33 = 1,99.51 SHEAR = 3 X 2100 X .25 X 2.33 = 2,095# f WARLICK / HALL ENGINEERING, INC. CONSULTING ENGINEERS 3612 WEST AZEELE STREET • TAMPA, FLORIDA 33609 • (813)873-0024 • FAX (813)874-9378 August 21, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold # 2920 Certification '% 6-K"4�4 1 ucTc kF—D . Die No. GAS-42761 Job No. 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above, this is to certify that the threshold design conforms with the requirements of 2002 Florida Building Code Section 1606. The design calculations have been prepared in accordance with "Specification for Aluminum Structures" published by, The Aluminum Association. Wind pressures are based on ASCE7 - 98, for a 165 mph wind velocity, and an importance factor of 1.0. Design pressures are -98.0 for end zones. Attached is copy of the calculations. If you should -have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WARLICKIRALL ENGINEERING, INC. V.,. R. Douglas Hall, P.E. License 53759 Attachment: Structural Calculations WARLICK/HALL ENGINEERING, INC. Cot,jbu WC Ew;wE s 3612 West Aseele Street Tampa, Florida 33609 (813)873.0024 ow 7�as s Po �Lo Ai eq zo Job:_ W grub W+ 0 6 coop, �'� Q� �rJ� b GL�u �►_9� ad1.� By: IDU Date; b Sht.No.__L_of 4 Job NoS 2 Revisioa <Z W � rrT 1k= E i c; ui' = yZii WtwD P2�S�v2+E �1H1PSf Act E,U\ -t 5 Soz. p o w �o 0 3Locti i rJ c '—'Trt.-s-, r-J w r'Q jP V r- l.:o S Y -0 Fb - 17 TO Pb r O.la> )%33 �. At�o-3-�.ozG .SH�nZ= ��t,3��.t ►3�= ?�4'Y3'�S -ram. ---u-&Ac- =�C.��z''� -- 1 �L �1,s < 2LC>is o� us-& x Z' Emat 0 hf,N, -TA PE �C 3' F, 1=9 KID 000 0E.C.J Ro. 078 1 N04.. X 0: 0 -Jp io [Lie] * cir. 4 -6Z5 ---- - - - - .. . . — 42t) ALAW; 4L4 A;PW JAI J%W V4NDME) tPerivirr It 0. u4-1. I.IC-rig1j; r cu(,F A I NE (it.. FX INW912'CIFIEZ) s-ALILIS ;01tr rAIK,.Vgl.,.c Uf EA :JAJ'4 IW %A Ir cl I Wy CFO of C rLait t :jk W6T o Lw. Mr. In cavez ,%L :JAI S, I /i.7 ul; c - I D I.St ow or,, t; Ti_, WE i Gil WARLICK ENGINEERING, INC. 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873-0024 • Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 3l¢ CUSTOMER World Wide Door Components JOB NUMBER 202-152 DATE : 7/29/02 DESCRIPTION Threshold *** DESIGN WIND -LOADS — ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 165 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 20.0 FT DISTANCE, Z = 7.0 FT (22.62 DEG) Kh = 0.902 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp M 0.986 0.986 GCp (—) —1.086 —1.372 PRESSURE (psf) 73.3 73.3 SUCTION (psf) -79.6 -97.6 r a 1 4 1.51 a 4 b a qh = 62.9 PSF qz - 59.2 PSF P G = qh [ ( GCp) - ( GCpi) ) Cpi = 1 0.18 BUILDING WIDTH = 100.0 FT CORNER DISTANCE, a = 8.0 FT WARUCK ENGINEERING, INC. Consulting Engineers 3612 W. And* SL .Tampa. Florida 33609 (813) 973-0024 Job: old Aide Door Cam==ts TTM9iala Bl . M Dee U�ShtNG -4 Job No. 2-o2_1SR__R,eAdoq&-Z Lm CONFECTION OF MULLION INTO CONCRETE 2 - 5/8" X 23 /4 " MILTI KWIK BOLTS PULLOUT = 2 X 1870 X 1.33 = 4,9750 SHEAR = 2 X 2800 X 1.33 = 7,4481 3 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 3 X 1870 X 1.33 = 6,845t SHEAR = 3 X 2800 X 1.33 = 10.2489 2 - 1/4" 7APCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1.33 = '240# SHEAR = 2 X .385 X 1.33 = 1024G 3 - 1/4" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 3 X 90 , X 1.33 = •. 360# SHEAR = 3 X 385 , X 1 .33 = .1536# 2 - *12 x 1" RAWLPLUG PULLOUT = 2 X 2000 X .25 X 1.33 = 1,3309 SHEAR = 2 X 2100 X .25 X 1.33 = 1,3960 •3 - #12 X I" RAWLPLUG PULLOUT = 3 X 2000 X .25 V 1.33 = 1,995# SHEAR = 3 X 2100 X .25 X 1.33 = 2,0951 MIAMWADE NIIAMI-DADS CO, METRO-DADE FLAGLEn . BUILDING CODE COMPLIANCE OF MEMO -DADS r-LAGIX. t OUII. tao w gr I--LAGLER S-Mr-.I'r, sure MIAMI. 1`1,01UDA 3313C PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (3as)37J Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 c:oKrttAcCou t.tca:nstwr. aF:c (303)373-2527 PAX(301)37. c•oa r1L%c: rou xxFouct atr:,rr mv. (3us) 375-29" FAX 005) 37. ruouuc. r co, rrttot. Dw Your application for Notice of Acceptance (NOA) of (305)375-2902 VXX(34s)37- Etttergy 6-8 S-`V/E Inswing Gin -Led Doable w/sidelites Residential Steal Door under Chapter 8 of the Code of Mia,ni-Dade County governing the use of AlteGnate Materials and Type Construction, and completely described herein, has been recommended for acceptance by the Miami-D; County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. If product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material inimcdiately. BCCO reserves [lie right to revoke this approval, if determined by BCCO that this product or material fails to meet the requirements of the South Fla Buildin" Cede. The expense of such testing will bt� incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2000 Itaut tcoangucz Chief Product Control Division THIS IS T1-IE COVERSIiEET SEE ADDITIONAL 11:\GES FOR SPE A FIC AND GENERAL CONDITIONS BUILDING CODES, PRODUCT REVI ENV C01N-liMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Build Code and Product Review Committee to be used in iVliami-Dade County, Florida under the conditions forth above. A1'PRO VED: 96r'05/200i X-r1-- 4-". Francisco J. Quintina, RSA Director Miami -Dade County Building Codc Compliance 01'fic Premdor Entry Systems ACCEPTANCE No.: 0I-0314.2 APPROVED JUN 0 5 200 EXPIRES April 02. 200t NOTICE OF ACCEPTANCE- SPEC1t c CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 20( approves a residential insulated door, as described in Section 2 of this Notice of Accep designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami- Courity, for.the locations where the pressure requirements, as determined by SFBC Chaptcr not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-!V/E Inswing Giazcd Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folic documents: Drawing No 31-1028-EW71, Sheets l through 6 of 6, titled "Premdor (Entcrgy B Double Door with Sidelitcs in Wood Frames with Bumper Threshold (Inswing)," prepare manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade' C4 Product Control approval stamp with the Notice of Acceptance number and approval date b Miami -Dade County Product Control Division. These documents shall hereinafter be referred the approved drawings. 3. LIMITATIONS 3.'. This approval applies to single unit applications of pair of doors and single door only, as shown approved drawings. Si;�glc door units shall include all components described in the active leaf( this approval. 3.2 Unit shall be installed only at locations protccecd by a canopy or overhang'such that the ang!c between the edge of canopy or overhang to sill is* less than 45 degrees. Unless unit is installed.i non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. 1NSTALLATI ON 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit Nv_ill require a hum a� o.cction system. 5. LABELING 5.1 Each unit sliall bear n permanent label with the nianufaeturcr's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREIIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the: approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co (SFBC) in order to properly evaluate tilt install ion of this system. Ivl;lnu l Pcrcz, P.E. Product Co ro Exams t�rnitrf i`n..l...l fl:.......... • Premdor Entry ystems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 15 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l . Renewal of this Acccptancc (approval) shall be considered after a renewal application has been fi. and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -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 tlu 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 aceeptar 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 because for termination of this Acceptance, unless prior written approval has been requested (through the filing of n revision application with appropriate fce) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. ' Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc 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 tlic expiration date may be displaycd in advertising literature. if any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to (lie user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF T111S ACCEP' 'ANCE Manu Pcrcz, P.C., Product Pon tr xam COP-WL-MAO100-02 F18 ERGLASS DOORS Glazed Unit<S 6'8" l'Ieight — Inswing x 2'D" COP-WL-MA0141-02 02-0419.08 (Application Filed) - 52.0 NO 2.6- 2'8" 2'10" TO" 37 Not Listed Not ListedjEE[hMMMfl — — I x0, Ox, Ox0 t j t I 1 1 2'B" + 1.0' 1 1 COP-WL-MA0143-02 t 1' t 02-0419.08 (Application Filed) t• 1 52.0 ,. 1 NO 2'8- + 1'2" 2'10" • 1'0" 2'10" + 17" 3'0" + 1'0' TO" + 1'2' 1'0" + 2'8" + IV COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO I I 1'0" + 2' 10" + 1'0- 1'2' + 2'8" + 17 1'0" + 2'8- + IT IV - 37 ; l'O" 1.2" + 2'10" + 1'2" 1'2" + 3'0- + 12" 2'6- + 2'6" + 2'6" 2'8' + 2'8" + 2'8' 2't0- + 2'10" + 2'10" 37 + 3'0" + 3'0" • xx, DUO t 2.8" + 2'8" COP-WL-MA0142-02 02.0419.08 (Application Filed) 52.0 r NO I 2'8- + 2'8' 2 1C" • 210" 3'0" . 3'0" 1 2'6" • 2'8" + 2'6" + 2'6- COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2'8' ; 2'8' + 2'8- + 2'8' 2'10" + 2.10" + 2'10" + 2'10' 3'0" + 3'0" + TO" + 3V Notes: I. 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 Irom IN. Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (vrmn.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 loads for buildings and other structures). National, sate or local building codes specify the edition required. ;1. Masonite Wernanonal structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, .. =�2 3 PAK,. O akff PREM'w' y Masonite International Corporation AR EK'- :tit towwv r.nlpM el n.i:-t1 W0.D."UrA 13,tt 1pttdKx;o.%. O(ign and h001.t1 Ott Y :ylryt:l ID I D}.pt ,V41Dy1 nD1.tT, Glued Units I x x0. Ox. OX0 xX, OXXO COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Outswing 2'0 2'6- 02-0418.03 218" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10' 37. 3'6' 1 Not.Usted I Not Listed 2'8' + 1'0' COP-WL-MA0163-02 02-0418.03 (Application Filed) 1111110111111111 55.0 NO 218" . 112" 2'10' + 1'0- 2'10" + 1'2' J.G" - 1'0' 3'0- + IT 1'0' + 21' + 1'0' COP-WL-MA0164.02 02-0418.03 (Applicalion Filed) 55.0 NO IT + 2' 10" + 17 1'2' + 2'8' + 1'2- 1'0' + 2'8' + 1'0" 1'0" + TO' + 1'0' 1'2" + 2'10' + 1'2' 1'2' ; 3'0' + 17' 2'6' . 2'6' , 2.6' 2'8' + 2'8' + 2'F" 2'IG +'c'10'+21G' j TO' + TO" + TO" 2'8' + 2'8' COP-WL-MA0162-C2 02-0418.03 (Appllcalion Filed) 55.0 NO 2'8' + 2'8' 2'10- + 2'10- TV + 3'0" 2'6- + 2'8' + 2'6" + 2'6" 02-0418.03 2'8- + 2'8' + 2'8" + 2'8- I 210" +2'10' + 210" + 2'10" COP-WL-MA0165-02 (Application Filed) 55.0 NO 1 3'0' ; 3'0" + TO" + 3'0- NotC�: I. Cccr x rzrigemenls using fewer panels than wha! is s!vur. v in the zbove chart also comply under the product approvals shown. 2 Assembly details are available from live Masonite Wernstional websile (www.masonil.e.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (lvww.masonile.com) or from the technical center. 4. AcWat design pressure requirement for a specific building design 6 geographic IoczGon is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PAM. 0d-�tft ARK J-lirl: rat) +0.• .D. O.x r• uw ,o ofcvr of a.ora9 man urobe*" arlipn Maa.9f.n Masonite International Corporati, Gland Units COP-WL-MAOIDO.02 F 113ERGLASS DOORS 8'0" Height — Inswing . 2'0" COP-WL-MA0146-02 02-0423.01 (Application Filed) 40.0 NO 2'6' 2'e — 2'10" 3'0' 3'6' El , 2'8" + 1'0" Not Listed r l COP-WL-MA0148-02 Not Listed I..• r 02-0423.01 (Application Filed) Wam M. 40.0 r. NO 2'8' + 1'2" 2110" + 1'0" 2 10" + 1'2" 3'0" + 1'0' 3'G' + t'2- 17 + 2.8" + 1'G' COP-WL-MA0149.02 02-0423.01 (Application Filed) 40.0 NO .v -210 1O" 1.2. + 2'8' + 1.2" —� 1'0" + 2'8" + 1'0" 1'0' + 3'0" + 17 1'2' + 2'10" + 1'2' 1'2" + 3'0" + 1'2' 2'6' + 2'6" + 2'6' 2V + 2'8' + 2'8' 2'10" + 2'10' + 2'10' C + 3'0" + 3'0" 2'8" + 2'3' COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO 2'6" + 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- + 2'10" + 2'10' + 2'10" TV + TO' + 3'0" + 3'0' Wows: '. Door arrangements uSil;g fewer panels thar. wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly de!zi!S are available from. the Masonite IMErnalional website (VAWMsonile.com) or from the technical center. 3. !r.5Ia:'3:ion ins!rudio ;S aft 3v34able Iro. t the tv',?soni:e Inter.-Wicnal website (www.masonile.com) or from the technical center. 4. Ac;uz: cesic^ pressure requi; ament for a speci!fc tuild:ng design d geographic location Is determined by ASCE 7 (Minimum design loads for bui:dings and other structures). National, state or Kcal Njilaing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 S PA203. Oak' af. f ARTEK" f�MTM�•laf lal;:t "�.,, 4-ter Orv. r. •• .l-f.• r f.-�.. //! '•a fyl�,Krc;nefwocw,+r.yoe,Imrr.esla:.►;�,.,•t+s'r: s;f>:.I Masonite International Corporation Glazed Units COP-WL-MA0100.02 :. FI B•ERGLASS DOORS 8'0" Height — Outswing EEffJw-IiIJ,l' r r r r. r.r• • 2'0- 2'6" 02-0423.03 X 2'8" COP-WL-MA0166-02 (Application Fled) 47.0 2'1(r TO' TV Not Listed Not Listed — NO _ r'MAMIRMOM X0. OX. OXO 2'8- + 1'0' COP-WL-MA0168-02 02-0423.03 (Application Fled) 47.0 NO 2'8' + 1'2" 2'10" + 1'0' 2'10' + 1'2" 3'0" + 1'0" 3'0" + 1'2' 1'0' + 2'8' + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 17 + 2'10" + IV 1'2' + 2'8" + 1'2" 1'0" + 2'8" + 17 IV + 3'0" + 1'0" 1'2' + 2'10" + 1.2" 1'2- + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10' + 2'10" + 2'10" 3'0" + 3'0" + 37 XX. OXXO _ 2'8' + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Fled) 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 78" + 2'8" + 2'8" + 2'8" 210- + 2'10- + 2'10- + 2'10- TO" + TO" + 3'0" + 3'0' Notes: 1. Door arrangements using lewer panels than what is shown in the above chart also comply under the product approvals shown 2. Assembly details are available Irom 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 d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, stale 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 b PA203. Oakwaff AR EK� 0 r rnr •r. r.�as r.nr-r'uoo.a w.r�..w rrsr is o.... '••••••••' ••— D AD" 79. Z= Os.'o—V MOW" a radon �Fa+oaem msln sarW.ui . drsv, aad wodan Masonite I n t e r n a t i O n a r C o r p o r a t i o n O<i>+s..gru io cnanpr ..v.oa r.nwr. COP•WL-MA0100.02 VibERGLASS DOORS Opaque Units Singles (tvidth) 2'0' r.• r 01-1031.01 6'8" Height 76.0 — Inswing NO X Arrangement X0. Ox. OXO COP-WL-MA0101-02 2'6' 2'8' 2'10' M33'0" 76" 2'8" + 1'D' Not Listed COP-WL-MA0103-02 Not Listed 02-0109.10 (Application Fled) 55.0 NO 2'8' + 1'2' 2'10' + 1'0' 210+ 1'2' 3'D" + 1'0' 37 + 1'2' 1'0" + 2'8" + 1'0' COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0' + 2'10" + 1'0' 17" + 2'8' + 1 • " 1'0' + 2'8' + VW 1'0- + 3'0' + 1'0' 17 + 2'10' + 1'2' 17 + 3'0' + 1'2" 2'6' + 2'6' + 2'6' 2Y + 2'8" + 2'8' 2'10" + 2'10- + 2'10" 3'0' + TO" + 3'0" xx, 0x.0 2 8' + 2'8' . COP-WL-MA0102-02 02-0109.10 (Application Fled) 55.0 NO 2'8' + 2'8' 2'10" + 2'10r TO" + 3'0" 2'6' + 2'8' + 2'6- + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Fled) 55.0 NO 2V + 2'8' + 2V + 2'8" 2'10" + 2'10' + 2'10" + 0' P'1 3'0' + 3'0' + 3'0" + 3'0- Notes I. 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.rnasonite.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 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 OCCO protocol PA201. PA202 d PA203. Oakcraff •DOOMS _" AR k EK'" . IM1,•r1,A\S 1: H'1 MY .r.)rY..01w'rlr.rD� �"•.� ❑ Rr. ». 2002 W. h'"WOO— M 0'00e •nWpH -.11 fM,k~,. 0. U ! opW., Masonite International COrp Gf W tWRtl b L�Yyt Nlq.� nptr OlatiOn Opaque Units F18ERGLASS DOORS 6'8" Height — OuMving International COP-WL-MA0121-02 r., r 11.1 01-1031.02 CIP Rating 76.0 Impact, NO ,. X 2•D" 2'6" 218" 2'1(r 3'0" TV Not Listed Not Listed — — X0.OX. OXO 2'8" + 1'0' COP-WL-MA0123-02 r., + 02-0109.09 (Application Filed) DP Rating 55.0 impact, NO 2'8" + 1'2" 710" + 1'0" 2'10" + 1'2" 37 + 1'0" TO' + 17" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2' 1'0" + 2'8" + 1'0' 1'0" + 3'0" + 1V 1'2' + 2'10" + 1'2" 17 + 3'0" + 17 2'6" + 2'6" + TV 2'8' + 2'8" + 2'8" 2' 1 D + 2'10" + 2'10 TO" + TO' +TO' XX, OXXO . 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Fled) 55.0 NO 2W + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10- + 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0' + 3'0" Notes: t. 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 S 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 enlry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 d PA203. Oakc aff AR k EK'" b.d 29. 2W Ou (me.vq wow-4 v..o0 .u+o.eN,m m 4n "K.1 A-, On9n"ww., W W %.D,rt, u ,.^, ..nriu, row I Masonite International Corporation Opaque Units COP-WL-MA0100.02 . FIBERGLASS DOORS 8'0" Height — Inswing ArrangementSingles1 X 2'D" 1 1 COP-WL-MA0106-02 1.1 1 02-0109.08 (Application Filed) mg"an 1. 1 70.0 NO TV 2'8' 2'10' 3'0- 3'6' Not Listed Not Listed — — 1 X0. OX. OXO 1 1 2'8' + 1'0' 1 OEM= COP-WL-MA0108-02 1.1• 02-0109.08 (Application Fled) 55.0 NO 2'8' + 17 2'10' + 1'0' 2'1Or + 1'2' 3'0' + 1'0' TO" + 1'2' 1'0" + 2'8' + IV COP-WL-MA0109-02 02.0109.08 (Application Fled) 55.0 NO 1'0' + 2'l0" + 1'0' 17 + 2'8' + 1.2- 1'0' + 2'8' + 1'0' 1'0" + 3'0' + IV 1'2' + 2'10' + 12" 1'2' + 3'0' + 1'2' 2'6' + 2'6' + 2'6' 2'8' + 2'8" + 2'8" 2'10" + 2'10' + 2'10" TO" + 3'0' + 3'0" XX. OXXO 2W + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Fled) 55.0 NO 2'8' + 2'8' 2'10" + 2'10" 3'0' + TO' 2'6- + 2'8' + 2'6- + 2'6' COP-WL-MA0110-02 02-0109.08 (Application Fled) 55.0 NO 2'8' + 2'8' + 2'8" + 2'8" 2'10- + 2'10' + 210" + 2'10" 3'0- + TO" + 37 + TO" No(es: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile International website (www.masonite.com) or from the technical Center. 3. Installation instructions are available from the Masonile International website (www.masonile.com) or Irom the technical center. 4. Actual design pressure requirement for a specific building design tL 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. Masonile International structural. cyclic. air. water. forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 d PA203. 0 Oakcraft `nU0-1 AR EW r`I-I.•F !'!!,w\t r,Ml-Y n�4.....Iwr"�Ir)p�. ❑ O.+ rro+u..n n.p.a.- a wowcl Tr.+rmrm nu)rt sor<Ir won+ asq. Jro town Masonite I n t e r n a t i o n a l C o l p o l a t i o n Itrua swum ro nunq ".row naKr 0 Opaque Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Outswing 02-0109.07 COP-WL-MA0126-02 (Application Filed) 70.0 NO 1•73'6"' X Not Listed Not ListedAffan ''Ment X0. OX. OXO Multiples'Masonile1 2'8' + 1'0" COP-WL-MA0128-02 r 1 r 02-0109.07 (Application Filed) r• I 55.0 I. NO 2'8" + 1.2' 2'10" + 1'0' 2'10" + 1'2 3'0" + 1'0" 3'0" + 1'2' 17 + 2'8' + 1'0' COP-WL-MA0129V 02-0109.07 (Application Fled) 55.0 NO 1'0" + 2'10' + 17 1'2" + 2'8" + 1'2- 1'0" + 2'8' + 1'0' 17 + 3'0" + 1'0" 1'2" + 2'10" + 1'Y 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6' 2V+21"+2'8- 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO 2'8' + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Fled) 55.0 NO 2'8" + 2'8" 2'10' + 2'10" 3'0' + TV TV + 2'8" + 2'6" + 2'6' COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2Y + 2'8" + 2'8" + 2'8" 2'10' + 2'10" + 2'10' + 2'10' 3Y + 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 Irom the Masonite International website (www.masonife.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 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. Oak raft _ AR k EW 0 I IN. NI:1 A.t<�MINY OOONl .Y..4.ryltiryu (^.now. •••• •�•• ��vn6;J �r. 7+. 71007 -• u.. 0.00--"o mwl ofpawn mao.m.ml mAn soecftxn .&"p'r'd noon Masonite International Corporation N4J s.b^l 10 ".W -.ftw MN, X Unit 6' TYP. 6' TYR "r UNIT 8'0- UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Mont rllrla� I 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2' long screws per location. Rough Opening ('1) • Width of door unit plus 1/2" • Height of door unit plus 1/4' MID-WL-MA0001.02 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 (ANSIBHMA A156.16) surface bolls 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 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 1.1/4' and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1- 1/4- embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. AD' J 79. 700? 0ucon.r..qP,00— a ModK Tmorrmmr.,k,% SME"tanl. Ma sonile International Corporation aogn"P10" 01"d $.D nt 10 t•anpr .•taw roar • XO or OX Unit SINGLE DOOR WITH 1 SIDELITE 'UNIT 810' UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plales require two 2-1/2" long screws per location. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 114" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: I. Anchor Calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered lot 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 d 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. pu„d 29 ?132 Masonire rnr ernarional Co�po�arlon 0.. ,rw. -:'Tara.., V n,w , ••'�a.r.•vn .wra aura•,awo.n orsv art 7%A1 orud SAP tl to (N 9t .4MN M[[ oxo , Unit SINGLE DOOR WITH 2 SIDELITES HTY!� TYP. CL TYP. � I J •J J J J J t 9 • UNIT 8'0• UNIT 15/16' 11.1/8" MAXIMUM ON CENTER TYP. 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two t-1/2" long screws per location. r 1 I r t 1 Width of door unit plus 1/2" Height of door unit plus 1/4" . • ► r r r r r Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and /10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. wood bucks by others. must be anchored property to transfer loads to the structure. 0 Ap.J 79, 7007 t)r io.+-+-.p vw.:-.'s.n. "Masonite International Colporalion -lip Im 1.0.. acw S.Um. *:,^r .4,," �A" j OXXO Unit DOUBLE DOOR WITH 2 SIDELITES CL 7yR I ' RTYP.► ► ► ► ► ► ► ► ► ► ► ► ► 1 ► f f- f f f f f f f f f f f • 6 per vertical framing member • 16 per horizontal framing member • Hinge and strike plales require two 2-1/2" long screws per location. r UNIT 6'll' UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. f f f • 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 At56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSIBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) al 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 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF S 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. 0 Apd 29. 2002 0utt---vP.M-01r•o.ct Tro.rnw.t mal,sfpt aaaons, MiSOni{! In{f,naliOndl CO,pOt aliOn aeson v4 roan 003d Submt 1003floe w•Ipul Ml-(r XX Glazed Inswing Unit APPROVED ARRANGEMENT: ' 1 • .L�•.i O COP•WL-MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as tong as the panels used do not exceed 37 x 67. Double Door I.eaafmum unit sin . 6'0• a 6W Design Pressure +52.0/-52.0 Urniled water unless SpecW Oweshold design is Used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact lesislanl requirements lot a specific building design and geographic billion is delermirled by ASCE 7-na1imul, state or local building codes specify pre 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: MM 00 00 EM � DD DD DD �0� DD 100 Series 133. 135 Series 136 Series 622 Series 1/2 GLASS: n DD 1 OD [I ° [a DD DD DD DD DD DD 105 Series 106. 160 Series' 179 Series' 12 PA. 23 Nt. 2e PA 107 Series' 108 Series 30e Series Series' lies gtass ml may also be used n the lorlowillg 0001 Style: Eyebrow 5•pxltl -In scroll. Oc-ill_gaff J AR k EK'- r.........._ Iu.A . 1 IU�r11:l ASS LMIM♦ UVOM♦ w+�••r•�r�Pu1T 0�'. C.,MA' ❑ � April 29.2002 Masonite International Corporation ow famr 9 Popam or pooull ^}p.rmra males %Dwf4alor.s. 0rV9n aM p.o0yc1 r1a 0a slob(1 ' 10 (I.W ..-W n014r MCOP-WL-MA0142-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 DD 04 Series 410 Series 109 series 114 120.122 152 Series 149 Series 3W Series sertea CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oak raft TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida. Professional Engineer Kurt Balthazor. P.E. — License Number 56533 AR k EW Apra 29. 2002 0. s•"r 9 v.pam M po0�n mo.o.rmrnl maws sorter clans. Orsgn ane poeun uu+wnrto a s..w .Ohm nolrte PREM C 4.11 ❑ w :.. sonite International Corporation XOorOX O' rt - I Glazed Inswing Unit r FIBERGLASS DOORS ` APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size. W a 6'r Design Pressure +52.0/-52.0 Limited water wJess Special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements too a specific building design and geographic location is determined try ASCE 7-rWioruL state or local building codes specify the edition xequixed. 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: WM 00 n0 OXG ® 00 00 00 000 00 100 Series 03. 05 Series 136 Soles 872 series 1/2 GLASS: 0 11 00 HU [I [a 00 00 DD 00 DD 00 105 spies 106. 160 series' 129 series' 17 R/L. 73 RA.. 74 RIL 107 Series' toe series 304 series series* tt.$ glass sa may also be usra ., the lollowiiV door style. Eyebrow 5-ovxx with soon OakCraff AR EK' .J Apri 79. 2002 M tw.w�`: Towanr or w.a.lr �rwo.rmrnr ma. rs sneau[aars or1P) c �Y.Mr at W \Jnf:r K t.Lrpr .[rgyl n01[r Masonile International Corporation XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: t 401 Series 410 Series 109 Series 11�. 120. 127 152 Series 149 Series 300 Series series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R. 73L. 450 Series 152 Series 1e9 Series 109 Series 120. 122 Series 30D Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed. of 1-58" 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: Oakcraff TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 AR EK'- Apr+ 29 2002 ou IO U—V NOV— Or 0.001rt1 mao.r...tM Min &PC(,kA*ft. OrsVn Y.0 p000[r ,_) f..4:1100-In,.01 1..04r �O. Matonite International Corporation OX0 1 I ,, I Glazed Inswing Unit , FIBERGLASS DOORS APPROVED ARRANGEMENT: G O Note: Units of other sizes are covered by this - report as long as the panels used do not exceed 3'0" x 6W. Single Door with 2 Sidelites Madmum unit size . 9'0- s 6'E- Design Pressure +52.0/-52.0 Limited rioter unless special 9west ot0 design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requkements fora specific DuOdkrq design and geographic location is deternined by ASCE 7-national. sure of 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: go go Z 00 00 00 M I 0D 100 Series 133. 135 Series 136 series 922 Series 1/2 GLASS: o a DD, 00 0 0 [a 00 00 00 00 00 00 105 Seines 106. 160 Series' 129 Suies' 12 W 23 PA. 24 M 107 Series' 108 Series 30e Series Series' has grass kd nuy ah0 be ustd in Iht following door snyle Eyebrow 5-panel wnh scion O ak�raff .......,.... r. •Unl)MS AR k EK" r rUL Xr:rA1\ LN I"S rr..4..�.,rMr.0 l..r 0.�. r • ""• ` •'— ADre 29. 2002 Ow(au'^..+n0ry•dramdrM00y(l mpprrmeM m,Ses%Mna or.s"Vol r.d noo.nr MaSonite International Corporation OrrW Sur.f(1 M lrllr.pr "pyur npl.(f. Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao nn " 40e Stores e10 Series 109 series 114. 120. 122 1S2 Series 1e9 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L R. 23L 450 Series 152 Series t4 $trier 109 series 120. 122 series 300 Series 24R. 2+E Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32' wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oak;riff ..r 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). Slate of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 AR k EK'� .r+r...... rrr.. r..r p.... Apri 29. 7002 D. cw*nw v 0100— Dr D-0" -P D em nwrs tpr(dSnonf. Orsyn rnC VODart OrU4 S^K1 u trurgt .•Man WKe. Masonite International Corporation oxxo Glazed Inswing Unit APPROVED ARRANGEMENT. COP-WL-MA0145-02 FIBERGLASS DOORS �.4 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites M iximum um sire . 121r a 6'0' Design Pressure +52.0/-52.0 Limiled watet unless special VueshW design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Act1W design pressure and Impact resistant tetpmemenh for a specific buiding design and 9eogr2p1k location is determined by ASCE 7-nallonaf. state of local buildup Copp specify the edition rebulred. 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 L100R STYLES: 1/4 GLASS: nD an mu DD DD DAD DD DD .00 Series 133. 135 Series 136 Series 822 Series 112 GLASS: 0 0 H� ❑ DD DD DD DD DD DD 105 Series 106. 160 Series- 129 Series' 12 Rrt. 23 PA. 24 R/L 107 Series- 108 Series 304 Series Series' Iris grass 4J1 may also be used in 1ne lolbwirp door $Me: Eyebrow 5•panet -In $(roll Oak raft .rn...:.....1.nr-. unurrs AD'29. 2002 AR k EX� ....1..wr...e..e.wro... — o_...., ..... ❑ 0. aann.+q wopam ar Ytlfl.tt .nn.rtirrne.rr --'s soramaarons ars.dn me r 0o . airr fueMar ro anrgr .+Herr nw[r M a s o n i l e International C o r p o r a t i o n OXXO Glazed Inswing Unit COP-WL-MA0145.02 7 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 1113 ' 00 i 40e Series a to series 109 series 114.1 122 152 Series 1e9 Series 300 Series $tries APPROVED SIDELITE STYLES: t 0 t 129 Series 200 Series 1214, 12L. 23R. 23L, e50 Series 152 Series 1e9 Series 109 Serles 120. t22 Sales 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 loam core. Slab glazed with insulated glass mounted in a rigid plastic lip file surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COM-PLIANCE 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 Ballhazor. P.E. — License Number 56533 Oak raft t" AR k EK'" I t"L".[L ��I LN I"�'rr r.r"♦ r�4..wrr-,.Ful..r��. Aotd 29. 2002 0. [om.grq W-w— 0 D-mO —wo, 'm -All sDf(dlaVns. Ort.pn snp wt10�(1 Draw wetett to rh w ..whoa �' r lrf_:'1✓' v':`6.JL./.. D�...e�ii!��/C.(/J'lf�/!��j�(�(j � Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP•WL-MA0147•02 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door marornum uw size. 6'0" r E'0' Design Pressure +40.0/-40.0 United water urren special Vuesholo design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requilemenls for a specific building design and geographic location is determined by ASCE 7-natiorraf. slate 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: 00 922 series H ED 0o 404 Ser its 103 series _ 0 Oak�,raff AR EK" r wLMGInU 1:. r.,•U UV MS .a—l..rJlt..r rr, Dom. Aprd 29. 2007 - o•••••• �•••• 0. (om.....K mopm. pr mao.,tr—• o.eme.r noses speca.(mo.s drsgn a.W Mawr Masonite International Corporation otd iltwo ro ("I .aro.A r.pl.te XX , I , I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL'GLASS: 0 et0 Saia $52 Baia I00 Serks CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8- laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32' wood composite. Interior cavity of slab filled with rigid polyurethane loam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oak raft 1 IYt MITI ;.. Lh'". Il.r lw. TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STAIE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1. ff Slate of Florida, Professional Engineer Kurl Balthazor, P.E. — License Number 56533 ARkEW ADIA 29. ?M 0t" V Yo""A o/ 0'?" �P'o M M MAM fOK'rKA*M. Ot$.pn and ModWl OMA 1-01-1 to cnyyt " 1n "I Ma sonite International Corporation XO or OX ► t • : I Glazed Inswing Unit , 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: U o i y 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 btaA=rn w* size . 6.0' a E'0- Design Pressure +40.0/-40.0 United rater unless special IMeshold design Is use& Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant iellt*ements lot a specific budding design and geoguplic location is determined by ASCE 7-n2lionat, state or local building codes spedly 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: DD DD 922 series 1/2 GLASS: El DD toa series 108 series 0 Oakcraff AR k EK'- 4d,i 29 2002 •• o..,.,, •.... 0i to„r..u+q Nopa.,,.- Pp :,.nawm,m„oNn f•n+[ao,n afq„rro vrrn[, Maionile international Corporation Or— f.W" W lny,et —,1— M1 k, XO Or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 soles APPROVED SIDELITE STYLES: COP•WL•MA0148.02 8'0" FIBERGLASS DOORS 300 series V. j7yy 450 Series 852 Series 610 Serer 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-518" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 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). Slate of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oak raff ••.�_,J�C •. o.. Masonite International Corporation AR q EK'" r'-"l".:L A%.I L'r.Ir.\,UI1.)M5 tti..lrr.t r�..A"r.�0.�. ADr! 29. 2007 flu I.--Qwoo• or woaur mpwrmmr mNtf ron.raaom o,$,.ano p.W.rr aw sue,rlr ro tarp' wro nwtt Ox0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 2 Sidelites Maximum to* Size. 9W a E'o' Design Pressure +40.0/-40.0 Limited rater unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact itslstant re4ultemen3s for a specific building design and geographic location is determined by ASCE 7-mlionai. state or local buildvg codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeil 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: 0110 0o no M series 1/2 GLASS: Oakicraff AR k EK" I,.'rin1\ evrr\ r)rin rr\ r+w4.r.rl rr•..pn t..vr or. Apr a ?9. 7002 0. ta+ 0 poe.am a Y� WW-.r on" subw's I. th v, "+r.00t SON,. IOE Series r. PREM.�'C:: i•�i .,:. ❑ CY/.lQ!� Citil�t?i Masonite International <orpotation oxo t l .Glazed Inswing Unit 149-02 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: eto serin 700 Series APPROVED SIDELITE STYLES: p 450 series e52 series E10 series 700 Serer CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE120224 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 life 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 Balihazor, P.E. — License Number 56533 Oak raff .J• rr rJ ,DOOMS AR EW 110—CLASS L"IYs rti..r......•IWn.L...r O.... ACI17 29. 2002 0. Eant h,,V Oln(I _ of POCun /IlporrynrM mJirs SM.kn*m. Oes.g. rnp M0M j erw&.gtn1.'"t.ffhp .q•tr M asonite International Corporation OXXO Glazed Inswing Unit .$'O" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O it+��'-a'f1 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 with 2 Sidelites Mtvdmum unit size . 12V R 0'0' 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 tot a specific building design and geographic location Is determined by ASCE 7-natiorW state or local building codes speciy 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: 0331 DO 00 $22 Series H 00 e0e series 10E series U O�raff AR k EW I IUL Yr:I.\.\\ l:N1Y\''Ullr)Y.l r.y..T...r..lrp.lwr 0.w. C.' ❑ ow, .--I moO•..Yof wwt Vom, Masonrle International Corporation orw \,rgror to cwge .nrour mra r Glazed Inswing Unit , 8'0" FIrBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Er0 Series 300 Series APPROVED SIDELITE STYLES: 450 Series E52 selles ero 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. PRODUET COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CC0 PA202 COMPANY NAME C17Y, 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 Ballhazor, P.E. — License Number 56533 Oakcraftt AR k EK r1UC.44AN L-V I/nllll\ r+rn 4.r.rar�..,�u L�rDrr. April 29. 2002 0. tomnwq mtpnm or P.Wu e+W__l male apK l<alo.s Ora�l1^ an0 MOAKI &lad SOV11 W lrwpr _.wi M .! Masonite International Corporat,on XX Glazed Outswing Unit APPROVED ARRANGEMENT. 0 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 61". Double Door Maximum unit site " 6'0' a Or Design Pressure +55.0/-55.0 United water unless special tlueshotd design is used. Large Missile Impact. Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic bcatioo is determined by ASCE 7-naborLA state or local building codes specify dse 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: DD DDT DD Do -' Do- DDD Do 100 Sents 133. 135 Series 136 Series E22 Series 1/2 GLASS: 0 ❑ 00 OD El DD DD DD DD DD DD 105 Series 106. 160 Series' 129 Series' 12 RA., 23 PA. 24 R0. 107 Series' 108 Series 304 Series Series - this glass wit May also be used .n the following door style Eyebrow 5-panel with scrod Oakraff AR k EW Apri 29. 2002 — o:...., o.... 0.rr.+w+q ropar•. or ro0otrro , Masonile International Corporation or W t.A./t r a tnrpr .snow row r \ xx Glazed Outswing Unit P1:8E.RGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as 4N Series Ito series 109 Series 114. 120. 122 152 Series 149 Series 300 Series series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip life surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME cnY. STAIE 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). EN =49�** State of Florida. Professional Engineer Kurt Ballhazor, P.E. - License Number 56533 0akcraff AR k EK' I IULMI:I .\\l LNI"\-V UII"1 frrT..rNr"��ulr,().r, ADId 29, 1002 Q/ (WM/q MODrsm Or MODKI mNO.emM Iwrt SDe[Julory, DfSgr. arq DrpDIRI W W f.rtl/U to lrWgf .Jlgyr MMf PREM' �' : e-11,.. r ..........._ ' Matonile International Corporation �i .-t I! XX Glazed Outswing Unit APPROVED ARRANGEMENT: COP•WL•MA0167.02 8'0" F113ERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door Maximum unit size . 6.0- a 8.0- Design Pressure +47.0/-47.0 Limited water unless special dueshold 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 geugnptk location is determined by ASCf 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: 1/2 GLASS: DU 404 series am 0o on 822 Series foe series 0 Oakgraff AR k EK'- ._ 01 web*%fl r..�....r I-LUGLANS CNr.) 001).%—U.—I—,—ln., ow � , Ap,d 29. 2007 - o....,, e.... r... 0. 10. -Q W.0—W We �o. —.0', /Ha{.V",, or,q. yp W�, Matonite International Corporation &W)~1 w L..qr—.M n , 3 / Isar 9[CIDN �� "ILAOLE A I 14�1 I y f%IIIIIIy r. C 17=11I11; R� LIS i t�Aw6M Wdw R7 0%IIII " IIIIk \AIIIIII,\k \AIIIIII\\k 2 REVISIONS E: DATE: ECN NO. APPVD: I DESCRI I1/- - Mtvw I OTY (1) WAS (2) FOR TRACK BOLT _-20 G WK 00 MO ATTKJQ 10 DOOR 901 Will rATOffm =-.L-4OC SYSTEM (1IfO1G GLv. PEEL MM O .OI[T. - - -- r- WOOD 4.4 WIN 3 3) WOOD LAG satm LISTED ,�I� ,� �„IS AVA 6AAf As AN OPTION Ky Y:• OOON P T CLV. STEW AIADL - t. I N. nuoc n cvjom DPO• ■ posffm ■ ^(Dorm no Psom art LO yg T1►. 3-Ih•.13 CA.oKV. nm TRACK/Mf]((1'. o00w p (.) TIIAOH IYIAOQTS PER mG n 3 uu Ta► �Ala¢T REPORT#9R6C -L "01tl70ifK � IJ-61RS M A 1-1 U-41AL ►QMIN " TWO U-GA S 0. /OAON i D IOK ato4Mcnom.1a ON NEXT � /14d/4' SrHEU IdK So1M 1 1 TION HORIZONTAL IIIKX yon" N Dow UWAuu (To wn or �DrA .oHn • annNrL oulsot IQYED tDOr P09110N • .A[ DOOR H.om . Ir-0• .._... 0 0 ....--'----...--'•-- --- � ways. --_. mom wm V To r-Q' Hlrrt CON95T 6g() SECDOr6 (91D�M)� Dona I. r-0 NOH OONSHsi Or. (!) sCLnoN3 (/iT 91OrX). 1 .. .j i I:H .. .• fA Air•nM`RT .��. r-.•ly FRONT FRANC •5111 U.V, fA9g1 !� 40 ISON.y! WT iIrOQ Nf' OOADND a Wrmcc 9JIIMLi (IM rwr =D) m AO•�E. NK. NQMI•C A¢ 10wIDNTK .Plras Do NOT t11NH9'OI 1D.0. n � MVO3Dy ►•E J.10 1. ri rfa I.NfYS 111 r Iwnn v �Z 7• frOr IWDW fr DOOM tWAIW (TO MM m G UK. GLOP. Sim DID 9lL 31 t1.Cx y� 11no0LL71L 10 G GLOP. on MOL !11{L WO DED T /S- ACJt" UK HN90C SELDOM ■-• VEEL TRACK v G uN. STm IfR "�1°ml (( Oluams IASGT m t0 •000 4wo s10N OWED •m :c-.0 ILK l�(10 PS r PER 1JTn S N 1 C[M06 (C-40 ■rN ONE s/14'.1-s/S' b10 901ivr GLv.N3HN0. 4Nm-ON ramr: •'. PER INACA MME7. MCA &A1®-OH-POLYESTER 1 <<DrAH) OI 3. c90O6 9ff, A 1K COroNOn a I .•..• rArcoN sDE•S oN I7-Ih' 0a (1.000 rnr ID. ROID r IS G GLv. situ CDOP a TOP COAT APPLIED OFSi TO BOTH � om WRll TRACK rK Y9� L= tAm IASTEKER (OONE PUTgIyl(OJU40))C[$ 90[S d Sim 90/.� 12 LE OKv, STEEL.E fH1 ONTO vPrcaL 111AL1L 9IIK MfJ10a, 1' OA 1K •ASHm ADOUrED 10 OO Sr�iS EIOI /(.) rASTD1 f0 INTOL S1YLs v .) . ROLLER IIN.OEi. EACH or4 SNM wCH WWIN 3' r/Lv, Sim TPuar rASTOHm TO I. G v. AND (p EMCJfET ATTACHED •/(•) EACH 90E OF OOON. (Wo 4/ma ANCHORS IYT K 00WT061rR 13 G GALV. STEEL TPA" O•MUtLTIL EA5100 . ll..!/�' SrH[Q II[TK ' 14!/4' SNQT H+RK Mom' STILE (NI NOT unA+m) 10 ^ID'a • FUJSH mAOT ATTACHED TO EACH OPACIOT I..s K wl[yI /I IolITIOHC 9PVACL IDHSiONTK +Y� 00 Iwf / ,� 5�f y(T SHIP LAP AOu.TS. - 3�1v5. TTLN.9P ID.D WIN E 1 4%/6- Mr &WO (.) 1/1 at/.• sflf TAP 97tC/s PP Do H*M _ OUTSIDE HE>m _ - 1. a rxv. sTmt uo Y au vlarr•sr[y. la uu srm IDunl. ! I rAASSTO� TO END EACH Sim Mrm NAA( •67EMtoD. IL j 1..! E STILE P1tvMlaroH H A. m w -nim ROOD, P.E. I.4N! SWEET •/( I / ' MSOE rMrOli T CM U�AIt �; 1//S JS/4G•M� n �v L� � HOIrIM CM1011N IL IIl<7t I�.H.GVCRD"sO OCm' SD 'd IA*PftD "W '�`O' ` �11°" TI�y1M T1[ Dala y IHE 7tN�+alrrs,o mlucrlJllK QJDA s DESIGN LOADS: +24.0 PSF h -24.5 PSF aurswE +w �tL THE I1anor�un Or THE PNIVEs906m OF TEST LOADS: +36.0 PSF k -37.0 PSF 7 I lJ 3• • �' 0• FALL . 70 G rxv, STEEL U-GAM 00 a= WLr NANa<L �' .ID�i NUar�iuowlC�oao�C3 rO aiC W l�6ACCORDANCE Tm 1 w A 3-1-2-1 I.r1OW L T•O U-SAX!; S1RL TDOt DKIAM � w.+o r• fOm .• r[ ON WTTw 5071b., ar�u-MN a Hpr INro .airx TIPS: ONAy.HG HHA6m HEK os..w PART NO.:scc- I wTH ER). EACH WY/l SC T1 GL Q1[ �••• SIN �- IDEAL' W*" A siw I= PER Ur.A w. TIPNIC stNM 0.EACH sm r ao..0PRbO "` m TOLERANCES .. UNn000 ON 45202 ar DOOM. .-N.-...•r• -r .w r (E. Xa 1-il,)-ssl-.eoo i r f.�a +► wM.w.r. .0 - 1.03 Eur E4a smut rY T a 1-513 T12-1511 SELDOM:.-. lsror -vEyl NUDE enmt �r .•r1A . OMwr . .00 - v.015 nr. ovrloN a �•• L F w .000 t,OpS DESCRIPTION: MODEL 6RST W4 16-0 . E-0: 24/-24.5 DESIGN LOAD i.l G rxv. iTrtL DOTTON Tu.oEl. Z., ....r ..••..•• r DRAWN BY: BUM DATE: 4 t6 00 AITACE9 WIN U) /H..S/4' SHOE! HETK SCAM 1 „-� HI�.A.n D000 - t.001 / / SCALE: NTS DWC. R .M CITRUS*" Z � �� rove agr..s - It 1/2• CHECKED BY: MWW DATE: 4/1e/00 SHEET I OF 1 SIZE L •�N• 4 3 Proj"UO. Oypjyy s-AM ems, DWC. NO.: 102136 REV. NO. 1 D C B A i ONE BY VOOD DETAIL A S.N.1 X 2 7/16 X V8 ' 2000 SA I X 2 7/16 X 3/8 BUM BY UniERS JTUBE MULLION- -JAMB RYP.) TUBE MULLION CONCRETE OR MASONRY• 11/4' MIN r HT OTHERS 4 / f8 X 1/2 SELF I8 X !/2:SELF + TAPPING SMS TAPPING SMS D(STALLATMq ANCHOR :TAPCON SLREY ANCHOR RYPJ ' •�� . 'H ..:- _ EXTERNAQ MULLM _ 2 : X 7( 3/8 D(STALL'ArmN - CLIP _ n'•.;, SCALANi BETVEE/t ' SEALMIT IE'TVCYN - 2000 IK TYPIGCL`pUIlION TO ,CONCRETE O HERO 1/2 SELF f8 X 1-1/2 SE1F JAM) RYP� .,. - :. MLLLIO1( '... {(APPUESJO. HEAO.i& .SILL -WHERE I - X. 4 � TAPPING SNS -..TAPPING SMS X -4'.' TUBE' MUUJONS ARE USED) ? .. .. .. ter. L SECTION A -A (1) SECTION A. (2) A-. " :�•: -A fe k 1/2 •SELF I�;.+ I Maio. - _ - -- — ?APPDVG sMs l X X t/8 I X 4 .x 3/8.. • SSCREVDA►CHM CTYP� .I TUBE MULLION TUBE MULLION - I ' .r�4I' SILL CLIP 2000 &K 20M S JAMB (TYP.) JAMB IT;;' f8 X 1/2 SELF - TAPPING SNS IS x I-1/2 SELF = 1 :Q. TAPPING_SMS Vim FPS _ SECTION A-.ZA-' `t� " _'Q t:' r _ y r -r:.:: aB�T .•:.. .',.' y PRECAST 'SDJ_:HY OTHERS . 89 • x 1/2 'SELF ' ' F. TAPPING- SMS REQUIRED) SEALANT IETVEEN' SEALANT BETYU ' VD(MV FLANGCS VD(DOV L MULLION L. MULLM4 I8 X 1-1/2 SELF 18 X-1-1/2 SELF TAPPING, SMS TAPPING SNS SECTION A -A (3) SECTION' A- 4 (4) MANUF)Aff RM:PIA a. �0 i FEE. #.: _.... w IS SELF TAPPING - ' SMS:RYP.) , . DETAn• g MILLION FLEVATIO VIEWED EXTERIOR. - FLORIDA :EXTRUDERS SAm,D- VERTICAL MULL I bN✓ SECT'I _ SEE:'O:THER.,;S:IDE�C;SHEE71,2•,OF, DESIGN PROMRC CAPAC•ITIES•r:•��c�at DftAllN BY: JBH 2. P rt 'ai'.APPROVID'. ,_ -.: DAM2/2/_.02. SCAU-,NTS Dli� ' ,`2VIlF Ci ,.. , ' FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE l� FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A I � Ll '�D Project N 2289 Builder: DR HORTON Address: e:?r �- Permitting Office: ,State: Y Cit Permit Number: � OwnJurisdiction Number: Climate Zone: Central I . New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 5 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 2284 ft' 7. Glass area & type Single Pane Double Pane _ a. Clear glass, default U-factor 259.0 ft' 0.0 ft' _ b. Default tint 0.0 ft' 0.0 ft' _ c. Labeled U or SHGC 0.0 ft' 0.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior b. N/A R=0.0, 161.0(p) ft _ ft' _ R=4.1, 835.0 ft' _ R=I 1.0, 876.0 ft' _ R=11.0, 330.0 ft' _ R=19.0, 1809.0 ft' _ Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 32683 PASS Total base points: 36048 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPAR D BY: i DATE: - I hereby certify that this building, as designed, is in compliance with the Florid nergy Code. OWNER/AGTM DATE: Cap: 42.0 kBtu/hr _ SEER:12.00 _ Cap: 42.0 IcBtu/hr _ HSPF:7.60 _ Cap: 50.0 gallons _ EF: 0.86 PT, Review of the plans and Q it1E ST,�T specifications covered by this tio, _ , Fo calculation indicates compliance r,�a„4 with the Florida Energy Code. "'" Before construction is completed ;A this building will be inspected for compliance with Section 553.908 lt, et �Ov Florida Statutes. WE BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.30) RIGHT- J CALCULATION PROCEDURES A, B, C, D _ Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 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 18742 ft3 x 0.0167 = 219 cfm 2 Winter infiltration load 1.1 x 219 cfm x 32 OF WxterTD = 7697 Btuh 3. Writer infiltration HTM 7697 Btuh / 297 ft2 Total window = 25.9 Btuh/ft= and door area Procedure B - Summer Infiltration HTM Calculation 1. , Summer infiltration AVF 0.40 ach x 18742 f 3 x 0.0167 = 125 cfm 2 Summer infiltration bad 1.1 x 125 cfm x 18 OF SuTn-wTD = 2474 Btuh 3. Summer i iftation HTM 2474 Btuh / 297 ft2 Total window = 8.3 Btuh/fh2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr4b moistdiff. x 125 cfm = 3685 Btuh —rUut:UUFU v - r-yutPmum 01crn9 wdas 1. Sensible stung bad Sensble ventilation bad 1.1 x 75 cfm vent x 18 OF SiTnwTD = 1485 Btuh Sensble bad for structure (Line 19) + 30454 Btuh Sum of ventilation and structure bads = 31939 Btuh Rating and temperaturesmim multiplier x 0.98 Equipment stung bad - sensble 31301 Btuh 2 Latent stung bad Latent ventilation bad 0.68 x 75 cfm vent x 43 gr/Ib moistdiff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infbabon bad from Procedure C + 3685 Btuh Equipment soN bad - latent = 7506 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 L.I Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Rettldentlal* 5.5.06 RSR26014 2003-Apr-30 13:44:24 /4CCA E:%FilesNDrHorton2002%2289%2289.r3r Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House a DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 For. CR HCRTCN Notes: DR HORRfL' N-MODEL 2299 Design Information Weather. Orlando AR FL, US Winter Design Conditions Summer Design Conditions 38 OF Outside rib 70 OF Inside rib 32 OF Design TD Daily Relative hhuumidlY Moisture difference Heating Summary Building heat loss Ventilation air I� Ventilation air loss Design heat bad 36302 0 0 36302 Btuh cfm Btuh Btuh - Infiltration Method Simplified Construction n qual a replaces Avera 0 Area ft Heating Cooling Volume (ft� 187�42 18874422 Air changesilhour Equiv. A (rim) 0.70 219 0.40 125 Heating Equipment Summary Make CAWER Trade Efficiency HeatingHealing input ou4xA Actualh tieati ng fan Heating air flaw factor 0 Btuh @ 47°F 0 1400 cfm 0.039 chvBUh 93 OF 75 OF 18 OF M 50 % 43 gdlb Sensible Cooling Equipment Load Sizing Structure 30454 Btuh Ventilation 1485 Btuh Use Dessigngtemperature swung 3.0 OF Ratel'swuig multiplier 0.98 Total sens. equip. bad 31301 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3685 Btuh Total latent equip. bad 7506 Btuh Trial equipment load 3BB07 Btuh Req. total capacity at 0.800/6 SHR 3.3 ton Cooling Equipment Summary Malmo CARIR Trade Efficiency Sensible Latent Cooling Acttuua�lgng fan Cooling air flow factor Load sensible heat ratio 120 EER 33200 Btuh 8300 Btuh 41500 Btuh 1400 cfm 0.046 dm/Btuh 81 % Bold/italic values have been manually overridden Printout owtW by ACCA to meet a0 requmTilents of Manual J 7th Ed. L wri0htsoft Right -Suite Residential 5.5.06 RSR26014 2003-Apr-30 13:44:24 E:1Fllaa\DrHorton2002%228912289.rar Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 631-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R MBTH a n e a c n 0 d 1 1 90 '1.0 1.0 9.5 3.0 54.4 7.0 0.0 MEO a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1 /2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n S a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 • DIN/LIV/FOY a n S a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 wrightsoft Right -Suite Residentlai- 5.5.06 RSR26014 2003-Apr-30 13:44:24 ACCA E:%FIIes%DrHorton2002%2289%2289.rar Pepe 1 BR4 . -r.. a n w b c n 0 d 1 1 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 .,!.7 u I i „ wrvghltsoft Right -Suite ResldentlalTM 5.5.06 RSR26014 2003-Apr-30 13:44:24 E:%Flie s\DrHorton2002%2289%2289.rsr Page 2 gI ,jiT4 WORKSHEET nt�re 0%e DEL AIR HEATING,AIR CONDITIONING,R. 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 631-2665 Job:2289 9.22.00 NWVLWL J. fm to 1 Named room Entire House MBTH VNC MBR 2 Lengl i of eq>oEed vier 274.5 It 20.0 ft 16.0 It 14.0 It 3 Rmmdinatsb 8.0 x 120 R 9.0 x 9.0 ft 16.0 x 15.5 fl 4 CeitrgS Condt Option 8.2 hLrd4oal d 8.0 ft head... 8.0 ft hee6bool 8.0 ftla TYPE OF CST FI M Area Load W) Area Lcad w) Am Lead w) Area Lead W) EXPOSURE NO. Htg I Clg (M Htg Clg (fly Htg Clg Htg CIg OF) Htg Clg 5 Gross a 148 4. 21 9w - - 180 - - 72 - - 112 - - EVosed b 12C 2 1.9 971 - - 0 - - 0 - - 0 - - worts ad c 13C 3. 1.2 330 - - 0 - - 56 - - 0 - - parbtiorts d 0. 0. - - 0 - - 0 "" "" 0 e 0. 0. - - 0 - - 0 - 0 f 0. 0. "" "" 0 - - 0 "" - 0 6 ftib sad a 1C 37. 206 7614 - 7 259 - 0 0 - 32 1183 - glass doors b BC 37. 1989 - 0 c- 0 0 - 0 0 - Heating c 9C 38. 0- 0 c- 0 0- 0 0- d 0. 0 0 0 0 0 0 e 0. 0 0 0 0 0 0 f 0. 0 0 0 0 0 0 7 Vudbvaad North 20. - 849 0 - 0 0 ""' 0 - 0 glass doors NEMW 0. - 0 0 - 0 0 "" 0 - 0 CooSng ENV 56.13 210 - 11919 7 - 381 0 "" 32 - 1741 SEGW 0. - 0 0- 0 0 "" 0- 0 South 30. - 224 0 - 0 0 ""' 0 - 0 Horz 0. - 0 0- 0 0 "" 0- 0 8 Other doors a 11A 18. 12 717 484 0 0 0 0 0 0 0 b 11A 18. 12 0 0 0 0 0 0 0 0 0 c 0. 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4. 21 836 3848 1719 153 705 315 72 332 148 8D 369 165 ePOBed b 12C 2 1.9 Bm 2523 1703 0 0 0 0 0 0 0 wallsad c 13C 3 1 33D 1040 386 0 0 58 176 0 0 0 pabtgre d 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 If 0. 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1. 2.2 1809 3068 4027 0 0 0 0 0 0 0 b 0. 0.0 0 0 0 c 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 d 0. 0. 0 0 0 c 0 0 0 c 0 0 0 e 0. 0.0 0 0 0 c 0 0 0 C 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25. 0. 161 4173 0 2D 518 0 16 415 14 3M 0 (Nola: roan b 19G 1. 0.0 320 384 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 Ls d 0. 0. 0 0 0 0 0 0 0 0 0 fox slab a 0. 0.0 c 0 0 0 0 0 0 0 0 0 Moors) f 0. 0.0 c 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 25. 8.3 297 7eV 2474 7 181 58 0 0 32 8291 257 13 Sut)holalbss=6+8.+11+12 - = - - 1GrA - - sm - - 2744 - Less ed3nad heating - 0 - ""c - - 0 - - 0 - Lessbansb - 0 - "" - - 0 - - 0 - Heahrg red'stnbution - 0 - "" - - 0 - - 0 - 14 Duct loss 10° 3300 - 10' 166 - 1(7/1 92 - 100 274 - 15 Tolalloss = 13+14 - 363M - - 183D "" - 1015 - - 3018 - 16 Int gains: People ® 300 7 - 210D 0 - 0 () "" 1 - 300 Appl. ® 1200 2 - 180D 0 - 0 0 "" 0 - 0 17 Subbt RSH gar"7+8. +12+16 "' - 27686 "" - 754 "" "" 214 - - 2472 Less a dernal cooling - - 0 - - 0 - •••• - - 0 Lem barufer - - 0 - - 0 - •••• - - 0 C4006rg red5bbu6on - - 0 - - 0 - .••• - - 0 18 Duct gan 101/. - 2769 10%/ - 75 10/ "" 21 10° - "" 247 19 Total RSH gai�17+18)'PLF 1.00 "" 30454 1.00 "" 830 1.00 "" 236 1.00 2719 20 Air required (drn) "" 1400 1400 "" 71 38 "" 11 - 118 175 PrinW o&t W by ACCA to meet all reqummerlts d Mulual J 7tt i Ed. wrrrgFitsoft Right -Suite Resldential* 5.5.06 RSR26014 2003-Apr-30 13:44:24 '��` E:1Files%DrHorton2002%2289k2289.rsr Page 1 J..I gI ,jiTd WORKSHEET f nti re ou e DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2289 9.22.00 MW VIY-L J: m to 1 Name of roan U nL 12 BTH FAM 1tJT 2 lengOndeposedwal 9.0 R 5.0 R 31.0 R 9.0 R 3 Roandrne Sias 6.0 x 9.0 R 5.0 x 9.0 R 17.0 x 16.0 R 10.0 x 20.0 R 4 Ceil gs Cora Option 8.0 1heelbool 8.0 R heatbod 9.0 It heafbool 9.0 Rim TYPE OF CST HTM Area Load (Blfn) Arm load W) Area LOW (Brit) Area Load (Blh) EXPOSURE NO. HtgI Clg On Htg Clg On Htg Clg (III Htg Clg (ft2) Htg Clg 5 Gross a 148 4. 21 c"" "" 0 - - 311 - - 81 - - EngXeed b 12C 2 1.9 c'"" "" 0 - - 0 - - 0 - - Ovals and c 13C 3. 1. ••» •••• 40 - - 0 - - 0 - - parOtiors d 0. 0. "" "" 0 "" "" 0 "" "" 0 e 0. 0. "" "" 0 "" "" 0 ""' "" 0 f 0. 0.0 "" "" 0 "" "" 0 0 6 ftrbrsard a I 37. 0 - 0 "" 0 0 - 10 370 - glass doors b 8C 37. 0 - 0 "" 53 19W - 0 0 - Haan c 9C 38. 0- 0 "" 0 0- 0 0- d 0. 0 0 "" 0 0 0 0 e 0. 0 "" 0 "" 0 0 "" 0 0 f 0. 0 "" 0 ^" 01 0 ""' 0 0 7 V*dw6ard North 20. "" 0 0 "^ 0 0 - 10 "" 204 glass doors NEINW 0. c - 0 0 "" 0 0 - 0 "" 0 Cooing ENV 56. C - 0 0 0 53 - 2883 0 "" 0 SEfSW 0. - 0 0 "" 0 0- 0 "" 0 South 30. c- 0 0 "" 0 0- 0 "" 0 Horz 0. - 0 0 "" 0 0- 0 "" 0 8 Other doors a 11A 18. 12 0 0 18 340 229 0 0 0 0 0 b 11A 18. 12 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 9 Net a 148 4. 21 0 0 0 c 0 258 1189 531 71 30 146 exposed b 12C 2 1.9 0 0 0 c 0 0 0 c 0 0 0 Ovals and c 13C 3. 1. 2I7 84 40 126 47 0 0 c 0 0 0 partitions d 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 f 0. 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 1fiD 1. Z2 C 0 0 0 c 0 282 478 em 210 356 467 b 0.c 0.0 c 0 0 0 c 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 d 0. 0.0 0 0 0 c 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0.0 0 0 0 c 0 0 0 0 0 0 11 Floors a 27A 25. 0.0 233 0 5 130 0 31 804 9 233 0 (Note: room b 19G 1.1 0. 0 0 0 0 0 0 0 0 0 .1 c 0. 0. 0 0 0 0 0 0 0 0 0 11.. Is d 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 floors) f 0. 0.0 0 0 0 0 0 0 c 0 0 0 12 Infiltration a 25.918.3 c 0 01 18 4661 15D 531 1373 4411 10 259 13 Subk3tal bm*+8-+11+12 - 460 "" "^ 1082 - - 5803 "" - 1545 Less ed3nal heats - 0 •••• ••••c - - 0 ••« - 0 - Less transfer - 0 •••• •.••c - - 0 •••• - 0 - ....100 ....1(7/ ....10'/ ....10°/ 14 D s 46 "" 10B - 580 '�' 155 - 15 Total loss = 13+14 - 508 "" "" 116E - - 8383 "" - 1700 - 16 Int. gains: People ® 300 c - 0 0 - 0 4 "" 1 0 - 0 1200 1- em 0- 0 0 1 - 1200 17 Subkl RSH gai�7+8�.+i 2+16 - - 6B4 - - 426 - "" 5684 - - 2101 Less eftnel coIng - - 0 - - 0 - ....c - - 0 Less Oarsb •••- - 0 - - 0 - ••••c - - 0 Cootitg redisbtbu6on - - 0 - - 0 - ••••c - - 0 18 Duct gain 10' - 68 101% - 43 1a/ '^ 568 10°/ - 210 19 Total RSH gWn=(l7+18)'PLF 1.00 - 7M 1.00 "" 4W 1.00 "" 6252 1.00 - 2311 2D Ai required (drr>) "" 35 "" 22 "" 246 287 ^" EB 106 Prinbut offbfied by ACCA b meet a0 requirements of Manual J 7th Ed. wrrrgF�tsofC Rlght-Suite ResldentlelT 5.5.06 RSR26014 2003-Apr-30 13:44:24 '��'` E:1FIIes%DrHorton2002l228912289.rsr Page 2 RIGHTd WORKSHEET r Entire ouse .r� DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 rJ 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVWIVUlm r.. m to 1 Narrne drown DKWiFOY Bm BR3 HALL BTH 2 Lerghdaposed%di 57.0 It 31.5 R 23.5 It 5.5It 3 Roomdinarws 20.0 x 19.0 R 120 x 16.0 R 120 x 15.0 It 6.0 x 18.0 ft 4 CeiingS Condt Option 8.0 1tneaGllod 8.0 R heavocol 8.0 R tleaMnd 8.0 R rneetl70d TYPE OF I CST HTM Am A Load (Blh) Area Load Ah) Area Load (Bli1) Area load (Bluh) D(POSURE NO. Htg C19 (ft� Htg Clg (in Htg I Clg OF) Htg Clg (ft2) Htg Cig 5 Gross a 14B 4. 21 263 - - 0 - - 0 - - 0 - - E pclsed b 12C 2 1. - - 252 - - 188 - - 44 - - wab and c 13C 3. 1. 162 - - 0 - - 0 - - 0 - - patlbau d 0. 0. c"" "" 0 "" "" 0 "" "" 0 e 0. 0.0 "" "" 0 "" "" 0 "" "" 0I f 0. 0. I Z "" 0 "" "" 0 0 6 vWd3AGad a 1C 37. 2846 - 16 59t - 16 5M - 0 0 glass doors b 8C 37. 0- 0 - 0 0 - 0 0 He&g c 9C 38. 0- 0 c- 0 0 - 0 0 d 0. 0 0 0 0 0 0 e 0. 0 "" 0 c"" 0 0 "" 0 0 f 0.c 0 "" 0 c"" 01 0 "" 0 0 7 Utl bAs and North 20 319 0 0 0 - 0 0 glass doors NEMW 0. 0 0 0 0 - 0 0 C000rg EW "" 3433 16 870 16 - 0 "" 0 SJSW 0.0 "" 0 0 "" 0 0- 0 "" 0 South 30. "" 224 0 "" 0 0 - 0 "" 0 Horz 0. "" 0 0 "" 0 0- 0 "" 0 8 Other doors a 11A 18. 12 378 255 0 0 0 0 0 0 0 b 11A 18 12 0 0 0 0 0 0 0 0 0 c 0. 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4. 21 201 926 414 0 C 0 0 0 c 0 0 0 e�csed b 12C 2 1.9 4E 138 93 236 6B0 459 172 495 334 44 127 Be Ovals and c 13C 3. 1.2 162 510 190 0 c 0 0 0 c 0 0 0 parhbors d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 10 CeMngs a 16D 1. 2 4a 678 890 192 328 421 180 305 4M 101 183 840 b 0.( 0.0 0 0 0 0 0 0 c 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f ' 0. 0. 0 0 0 0 0 0 0 0 0 11 Floors a 224 25. 0.0 1477 0 0 0 0 0 0 0 0 (Note: roan b 19G 1.1 0. 0 0 0 0 0 0 0 0 0 p�nn1a c 0. 0. 0 0 0 0 0 0 0 0 0 s dl ispl. d 0. 0. 0 0 0 0 0 0 0 0 0 for stab a 0. 0. 0 0 0 0 0 0 0 0 0 floors) f 0. 0.0 0 0 0 c 0 0 0 c 0 0 0 12 Infiltration a 25. 8.3 97 2514 809 16 4151 133 18 415 133 0 0 0 13 Sublotal bss-&+8_+11+12 2011 "" "" 1807 "" "" 310 Less ed nal heeling•••• 0 •••• •••• •••• •••• 0 •••• •••• 0 •••• Less trasfer .... 0 .... ._. .... .... 0 .... .... 0 .... striloubon....10° ....10'/ ....1Wc ....10°/ 14 Duct�loss� 947 "" 701 - 1811 - 311 15 Totat loss =13+14 "" 10415 "" ""1 W2 - - 1997 - - 341 16 Int. gaits. People ® 300 1 - 300 0 - 0 0 - 0 - 0 +16 1270 '� 0 0 0 17 Subtut RSH gain=7+B3..++11 "" m - - 1890 - - 1739 - - 328 00 0 Less trams .... .... ._. .... 0 «.. .... .... .... 0 CooEng red*W)Lrbm - •••• 0 •••• •••• 0 •�• •••• ••.• •••• 0 18 Ductgail 10° - 663 1U/ "" 189 10%/ "" 174 10°/ "" 19 TcU RSH ga"17+18)-PLF 1.00 - 7618 1.00 "" 2079 1.00 '� 1913 1.00 - 369 20 Air required (darn) "" 402 350 - t96 "" 131 1 Pfinbut certified by ACCA b meet all requirements of Manual J 7th Ed. wrrrgF-�tsoTt Right -Suite Residential*u 5.5.06 RSR26014 2003-Apr30 13:44:24 '��` E:\Flie s%DrHorton2002U28912289.rer Page 3 r-1 PnG,)iTd WORKSHEET jW bre Ouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NWIVUPIL J. m t:. 1 Nar>eofroom LOFTBR5 BR4 2 Laglhofeposedwal 120 R 41.0 ft 3 Rcom do a Eb 120 x 19.0 ft 19.0 x 11.0 ft 4 Ceil gs Condt Option 8.0 1hee0bool 8.0 R I TYPE OF CST HTM Area Load (Blh) Area Load (Bli1) Area Area DTOSURE NO. Htg Clg (fA) Htg Clg (,Ar Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4. 21 c - - 0 - - Exposed b 12C 2. 1.9 GE- - 328 - - Ovals and c 13C 3. 1 c - - 0 - - •••• •••• •••• •••• partrtrau d 0. 0 c"" "" 0 e 0. 0. "" "" 0 f0. 0. .�. .... 0 .... .... .... .... ..� ..� 6 ftib sand a I 37. 1 591 - 32 1183 - glass doors b 8C 37. 0 - 0 - Heating c 9C 38 0 - 0 - d 0. 0 "" 0 e 0. 0 0 f 0. 0 "" 0 7 Vltdonsand North 20.4 1 ' " 328 0 - 0 glass doors NEINW 0.0 0 0 - 0 oin Cog FNV 56. "" 0 32 - 1741 SEGN 0.0 0 0 - 0 South 30. "" 0 0 - 0 Horz 0.0 0 0 "" 0 8 071ad=s a 11A 18. 12 0 0 0 0 b 11A 10. 12 0 0 0 0 C 0. 0. 0 0 0 0 9 Net a 14B 4. 21 c 0 0 0 c 0 exposed b 12C 2 1.9 ec 230 158 296 am 575 Ovals and c 13C 3. 1.2 c 0 0 0 0 partrborl5 d 0. 0. 0 0 0 1 0 s 0. 0. 0 0 0 c 0 f 0. 0. 0 0 0 c 0 10 Cel6ngs a 16D 1. 228 397 508 209 354 466 b 0. 0.0 0 0 0 0 c 0. 0.0 0 0 0 0 d 0. 0. 0 0 0 0 e 0. 0. 0 0 0 0 f 0. 0. 0 0 0 0 11 Floors a 22A 25. 0.0 c 0 0 0 c 0 (Note: roan b 19G 1. 0.0 111 126 0 209 237 0 C 0. 0. 0 0 0 0 is d�ispl. d 0. 0. 0 0 0 c 0 for stab a 0. 0. 0 0 0 0 floors) t 0. 0. 0 0 0 c 0 121 Infiltration a 1 25. 8.3 1 415 1331 32 W91 287 13 Subtotal bss=6+8. +11+12 - 1749 - - 3456 - Less ed wd healing •••• 0 - ""c - •••• «•• •••• «.. Less trado - 0 - - c -Heal .... .... .... .._ �..10° ....10'/ .... 14 D s 175 - 346 "" °/ 15 Total loss =13+14 - 1924 - - 16 Int gahs: Pleopla ® 300 1 - 300 0 "" 0 1200 0 17 SLW RSH gait=-7+8AppL+1 l6 «•• - 1423 - �.. 3048 .... .... �.. .... Lessedermoxig •.•• .•.. 0 ...• ..•. 0 •.•• .... «« .... Less harGb "" - 0 •••• •••• 0 «.. «.. .... .... Cooing redrstnbubon .... - 0 .... .... 0 .... .... .... .... 18 Duct gam 101/1 - 142 10,1 • "" °/ ^� 19 Total RSH gar1=(17+18)'PLF 1.00 "" 1566 1.00 "" 3363 20 Air required 74 72 "" 1a7 154 PmiW o&tW by ACCA b meet ag mqurwaits of Mmued J 71h Ed. wrrrgl-�tsolFtt Rlght-Sulte Re31dentialm 5.5.06 RSR26014 2003-Apr-30 13:44:24 ��'` E:\Files\DrHorton2002\2289\2289.rsr Page 4 1 �l rl 1I ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. l . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Glass area & type Single Pane a. Clear - single pane 259.0 ft' b. Clear - double pane 0.0 ft' c. Tint/other SHGC - single pane 0.0 ft' d Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior b. N/A New _ Single family _ I _ 5 _ Yes _ 2284 ft' Double Pane _ 0.0 ft' 0.0 ft' _ 0.0 ft' _ R=0.0, 161.0(p) ft _ R=11.0, 320.Oft' _ R=4.1, 835.0 ft' _ R=11.0, 876.0 ft' _ R-11.0, 330.0 ft' _ R=19.0, 1809.0 ft' _ Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Cciling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF: 7.60 Cap: 50.0 gallons _ EF: 0.86 _ PT, _ 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) 0�.1� ST,tT6 in this home before final inspection. Otherwise, a new EPL Display Card will be completed ��' O� based on installed Code pomplian f ature . a Builder Signature: %� I y� Date: Address of New Home l 1.I Y 1' +^�'^ I /(,l 4 Citv/FL Zio: *NOTE: The home's estimated energy performance �.80 ore is only available through the FLARES computer program. This ismi a Building Energy Rating. Jf your score' or greater (or 86 for a US EPA/DOE EnergyStar7udesignation), 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 v3.30) FORM 60OA-2001 (D 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 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 63.97 1.00 445.7 Single, Clear E 1.0 14.5 32.0 63.97 1.00 2038.8 Single, Clear E 1.0 14.5 53.0 63.97 1.00 3376.8 Single, Clear S 1.0 5.0 10.0 48.22 0.92 441.8 Single, Clear S 1.0 7.0 23.0 48.22 0.97 1076.5 Single, Clear W 1.0 10.0 39.0 57.68 0.99 2237.3 Single, Clear W 1.0 11.0 7.0 57.68 1.00 401.8 Single, Clear W 1.0 3.0 8.0 57.68 0.86 395.1 Single, Clear E 1.0 6.0 16.0 63.97 0.97 991.6 Single, Clear E 1.0 6.0 16.0 63.97 0.97 991.6 Single, Clear N 1.0 6.0 16.0 30.19 0.97 470.7 Single, Clear W 1.0 9.0 32.0 57.68 0.99 1834.8 As -Built Total: 259.0 14702.E WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 4.1 835.0 1.18 985.3 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.11 3481.9 As -Built Total: 2041.0 2880.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM = Points Type Slab 161.0(p) -31.8 -5119.8 Slab -On -Grade Edge Insulation 1 Raised 320.0 -3.43 -1097.E Raised Wood, Adjacent Base Total: -6217.4 1 As -Built Total: R-Value Area X SPM = Points 0.0 161.0(p -31.90 -5135.9 11.0 320.0 1.80 576.0 481.0 -4559.9 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50933.6 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 44525.2 0.4266 18994.4 50933.6 50933.6 1.000 1.00 (1.087 x 1.150 x 0.85) 0.284 1.069 0.284 0.950 0.950 14695.9 14695.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/AaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS r- Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 12.37 1.00 86.9 Single, Clear E 1.0 14.5 32.0 12.37 1.00 397.0 Single, Clear E 1.0 14.5 53.0 12.37 1.00 657.4 Single, Clear S 1.0 5.0 10.0 9.90 1.02 101.2 Single, Clear S 1.0 7.0 23.0 9.90 1.00 227.6 Single, Clear W 1.0 10.0 39.0 13.25 1.00 516.3 Single, Clear W 1.0 11.0 7.0 13.25 1.00 92.7 Single, Clear W 1.0 3.0 8.0 13.25 1.02 108.2 Single, Clear E 1.0 6.0 16.0 12.37 1.01 199.7 Single, Clear E 1.0 6.0 16.0 12.37 1.01 199.7 Single, Clear N 1.0 6.0 16.0 15.07 1.00 240.5 Single, Clear W 1.0 9.0 32.0 13.25 1.00 423.6 As -Built Total: 259.0 3250.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 4.1 835.0 3.31 2759.7 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.90 4016.0 As -Built Total: 2041.0 5105.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 161.0(p) -1.9 -305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 -0.20 -64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: -369.9 1 As -Built Total: 481.0 978.5 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeV/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 1� WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2284.0 -0.28 -639.5 2284.0 -0.28 -639.5 Winter Base Points: 6747.5 Winter As -Built Points: 10443.4 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 6747.5 0.6274 4233.4 10443.4 10443.4 1.000 1.00 (1.078 x 1.160 x 0.87) 0.449 1.093 0."9 0.950 0.950 4869.4 4869.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 18994 4233 12820 36048 1 14696 4869 13118 32683 PASS we EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area* .5 dm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606. 1.ABC. 1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 dm 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 NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must he mat nr aynaariarl by ail ranirionr•oa I 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 1607.1 Separate readil accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.30 :RLEE VDDDS COND. L[!<ATIDN 5> =ti ►/C SLAB 1 ' MIN 3' both duct to roof cap WALL w/fan IA Rio scale 1/8'=1'0' N 3' bath duct to roof cap w/fan 18x13 plen platform by bldr 3.5 TEIN V/IOKV 2240V IPH �M-L ENGINEERING PACKAGE 4 )&4� BUILDER: PROJECT: MODEL/BUILDING: REVISION DATA: z�j.3� �/{ NEW LOAD: CARPENTER CONTRACTORS OF AIvEItICA, INC. r 3900 AVENUE G. N.W. " WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 � p� S' it - WAR V� 6&WATIT `%pit _4 is _0 w10 W h Ilan.11 - q F n*,q bb ZIP(; Qq. G I "d "t E6 f WW: Brace:... :OX0 OD..-SIIOWN...' USE: a't,t a c I p. Afb—TOP - �HMTG -METII AT _d: - :b a� : waii,iv "A ..:on. OWANOTHEIR, c !to e .'-STRUCTURALLY SijUN[)- -ST. 'HEIIIOP -SP -F oe'st;n a dmwin; 137 a. .1E - - P :BY cant 10-us &kcM'hMc1v9- -Among th;m -;-PkOFVS5.1ONhL ENGINEER!':! * �t�iagooil - '1�,vd'by 1' — an- F. -OR-.'.AR6ITTW- P. dcviiilo�'6 biq i(..' agq* bracc'hdl 1�' s ow - 3ilia 8 -'as both ertop of this 3 ri:'ti' IX .XAMPI. -T1RUSS8S BY.-'"'B U ki��E ES'IQtIER* M�.N:RLSTRATNIV TWI ('SCISSORS 'Wanclicc'A na! 7 or ell r --typei§ -of STYLE) Z. C C=3 C=3: IMP , E�M 'TRUSS Jlnq Qw �#�'Optwsbrsl Ong, N 0 grade twaclng. 19. 'It! al, .0gl1q; "Is 40 acres'may trayersof'wob or spre thio- J.:trunjed. dav�(IIJI brans. -3 PY WsZEXAMPLE A the ends of 'The. dt'49on&I w 'm'-'-e:' M b i R i %k3 qw of anchorage at restraints for Li a We whore the xvcb lateral bracing Is s -.qW plane. A S degree dc.v'?jou 13 g1cater [ban 5 degrees, a uch'as to m4;: en 'x'. Tho CLB as well corrunon nails. :F INK STYLE -ADJACENT TRUSSES WUM 0 AT, E I This is a recommendation only. Penn anent -bracing -for'all structm-al elements and anchorage to accomplish the transfer of the loads to other stnictural elements of the building to achieve total structural integrity is the 1 FL--�ENG responsibility of [lie building designer per Florida Building Code. ..I I I . Auzust 19, 2002 Ivlr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL '3880-6201 Re: Number of Nails Increased by 20% Dear Jim, , As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128"0.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment appiies.to both lateral and withdrawal values. A "v" pattern is acceptable for staggered naiiing as long as the horizontal distance between nails is maintained. The following table lists approprate nail spacing for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 4 5 6 7 S. 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" D.C. for web bracing to be the same for 16d common nails and for 0.128"x3.0" pneumatic nails. �� ai P pit/ SincerelyCq No. 22B39 = Walter P. , P.E. �` STAr OF Senior Chief Engineer AS2 - ALPINE ENGINEERED PRODUCTS, INC. '04S10M 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 • (800)755-6001� t Jot): Cracked Web Repair Detail R2 THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE AND #3 $0. PINE GRADE. IN AbDITION, A MAXIMUM OF i CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT 00 NOT COMPLY WITH THIS DETAIL. (B) = DAMAGED AREA, 0" MIN, to 12a MAX. LENGTH OF CRACK IN WEB. (S) = (2)-2X4 SO. PINE #3 SCABS. MINIMUM LENGTH OF SCAB MUST . BE THE GREATER OF: 1. 68" + LENGTH OF DAMAGED AREA (B). MINIMUM 0r 34'" ON BOTH SIDES' OF THE DAMAGED AREA or 2. BOX OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4' O.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR 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 )' '* Q-D• -1 0 - FRONT FACE TT•ICAL a• T +To + O+ O+ O+ O+ 1 Gil; O+ O+ O+ O+ o )- 1. O.C. NAIL SPACING DETAIL R2 Revised CLR 3/22/2001- L-II. 1 II .J .dV . 1 J 11" TT I-LJ WN IA- 1 O )()E IMPORTANT)(*ALPIIE ENG'EE"ED PR1D11CT8. 'I!D- WARNIN9,ALISSES REQUIRE E%TREHE CARE TC LL — PSF CRACKED WEB DETAIL SMALL HOT BE RESPONSIBLE FOR AIIT 11 H60-11D. ERECTION AID (�A-7 DEVIATION FROI THIS DESIGN lip THESE SPEC IF[CAI IGHS. OR EMT BRACIID. SEE HIB-91 BY TPI. SEE THIS DESIGN �P RTC OL - PSF DATE 09102194 � FAILURE TO BUILD TIE TRUSS III COIFORNAIICE KITH OS1BS DY TPI. FOR ADOITIOIAL SIECIIL PERAIEII7 BRAClHG RE ALPIl! OOaIECTORS ARE MADE OF 200A GALV. STEEL W1111D ASIN OIIRB/BrtS. 1LESS OTHERWISE IIDICA7EO. TOP /`� BC OL PSF DRW HC25094073 O AU6 6R 0 E%CEPT AS IDTEO. APPLY COMECTOI7 TO EACH FACE OF drorD 9ULL BE LATERALLY BRACED N1 TII MOPEp�2_______ KK TRUSS AND ULE9S OTIEIOII9E LOCATED al THIS DESIGIL POSITION LY ATIAClED ILYNDDO SIEATHiliG. BOTTOM Ol1IR0 9:% BC LL PSF FL' ENG - CLO COffCTO1S PER ORAWIIIGS 130. 1S0 C 1TGOAi. DESIGN BTAIDAIOS N7!H PROPERLY ATTACHED RIGID CEILIIIG — SEE 0- STATE OF,' TOT.LD. PSF COIFWOI NAAPPLICABLE PROVI910NS OF IDS C TPI. AN EIDTHEER'S ALPINE TECHNICAL UlPOATE (Y/1/911,FDA PROPER Mt'.00 SEAL al THIS GRAWIIa:,APPLIES TO THE COIEOHEHT DEPICTED HERE DRYWALL APPLICAIIDN..FUR"15H A COPY OF THIS �sS/oNa . OUR. FAC . J III OILY. AID SHALL IDT BE RELIED UPON III AITY OTHER HAY. DESIGII 10 HE TRUSS ERECTICII CONTRACTOR. - ( d =' ' I � � � '� a--TP] - 7gU55 PLATE 116T11UIE NOS 1991 IU7IONAL OESI6l1 BPECIF►C �a f cm6lRucllml —�"T� SPACING 24. 01� A`5q B PAGE 50 E 3L.AU U11 UC 1 A 11. - JI-IL, / I TRUSSES BUILI PER 1111S DETAIL. DESIGNED 10 DE USED FOR THE FOLLOUING: 1111 TO 140 IIPII MAX WIND. 30.0 FT MEAN IIGT, ASCE 7-98. ENC. Olt PART. ENC BLOC. LOCATED ANYWHERE IN ROOF, CAT 11, EXP 0 OR C. WIND ICDL-5.0 PSF, WIND BCDL-5.0 PSF. * ATTACH OIIE 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 111E ALPINE DRAWING. NOTE: FOR 130 MPII DESIGNS, 200# ADDITIONAL. UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPII DESIGNS, 3008 ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. 1++ ALTERNATE LOADING: 55 PSF@1.33 OF; 50 PSF@1.2S DF; 37 PSF@1.25 OF 2-0-0 OH MAX I L I I 2L MINIMUM 11113 UUU YMEI'AI(LU FMuri LIIlIIuit: It IIil'III (LUAUS b UIIIC H 31 UM 3) 311UnII IL 11 UI 1"11- I'll I.. PLT TYP. Wave TPI-95 Design Criteria: TPI STD •'WAR MING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND a RACING. REFER TO 1110-9 I (HANDLING INSTALLING AND BRACING), PUBLIS110 OY TPI (TRUSS PLATE 11ST1707f. 503 D'OHOFRIO DR., SUITE 200. MADISON. YI 53219). FOR SAFEIT PRACTICES PRIOR 10 PELF 09MING THESE FUNCTIONS. UNLFSS OIU"WISE INDICATED, 10P CHORD SUALL UAIE P10PE1LT AIIACHED S IRUC7UR AL PANELS, BOLI011 CHORD SMALL MAYS A IF .1 NIY ATIACHCO RIG10 C(I, INC. IMPORTANT•• FURNISH A COPY OF THIS DE SI GR TO THE IISIALLATION CONTRACIOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RES►ONSIBLE FO1 ANT OEIIATION FROM IIIIS I"'.. SLG.; A.Y FAILUR[ TO BUILD TIIE IRUSSCS IN CO Fan HANCE YITtl 7/1: ON FABRICATING, HA■OLING, SUIPPIRG, INSTALLING ANO ALPINE BRACING OF I■USSE5. THIS OE51'N CO■FORMS YI III APPLICABLE PR OYISIONS OF NOS (NATIONAL DESIGN SIECIIICAIIOM PUBLISHED BY 711E ANERICAN FONESI AND PAPER ASOCIA710N) AND 101. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 G140 GAL'. 57 EEL. ELCEPT AS 001E0. APIIY CONNEC7011 10 EACH FACE OF TRUSS, AND UNLESS 0111ER WISE LOCATED ON "'IS OESIG0 POST 110M CONMf CTORS P[R ,RAVINGS 160 A•1. THE SEAL ON THIS BRAYING INOICAIES ACCEPlAiCf OF PROFESSIOHAL EBGIREERING Alpine Engineered Products, Inc. RESPORSIR1itIY SOLELY FOR ]BE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PANTICULAR OUILDIHG 15 Till RESPONSIBILITY OF THE OUILDING OESIGIER, PER FL CertificateoEAuthoriulion9567 ANSI/TPI 1.1995 SECTION 2. Y:1 HI/1/-/-/-/R/- TC LL 30.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. ++47.0 PSF DUL FAC. 1.33 SPACING 24.0° REF RO81--0 DATE 11/06/01 DRW IICUSR081 01310276 HC-ENG /JWC SEQN - 24952 5 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 I-2X8 2X8 2 ROWS 2X8 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. ■UVARNINW■ IRUSSLS KLUUIKL LEIKLNL LAKL IN II INSTALLING AND BRACING. REFER TO HIB-91 (HANDLI BY TPI (TRUSS PLATE INSTITUTE, SH3 D'ONOFRIO DR. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUb TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUC' HAVE A PROPERLY ATTACHED RIGID CEILING. ..INPORTANT-■ FURNISH A COPY OF THIS DESIGN TO ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSI DESIGN' ANY FAILURE TO BUILD THE TRUSSES 1N CO? 7�HANDLING, SHIPPING, INSTALLING AND BRACING OF TA APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ASTH A653 GR40 GALV. STEEL EXCEPT AS NOTED. A ALPINE ENGINEERED PRODUCTS, INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DI POMPANO BEACH, FLORIDA DRAVINGS 160 A-Z. THE SEAL ON THIS DRAVING INDI ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUS; SUITABILITY AND USE OF THIS COMPONENT FOR ANY RESPONSIBILITY OF THE BUILDING DESIGNER, PER AN: 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 809 OF WEB MEMBER LENGTH SCAB BRACING: T BRACE OR L-BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80%. OF WEB MEMBER LENGTH JNLESS OTHERVISE INDICATED ELS AND BOTTOM CHORD SHALL ALLATION CONTRACTOR. ALPINE ' WY DEVIATION FROM THIS VITH TPI' OR FABRICATING, J DESIGN CONFORMS VITH 'ION PUBLISHED BY THE ONNECTORS ARE MADE OF 20GA LECTORS TO EACH FACE OF ITION CONNECTORS PER 'EPTANCE OF PROFESSIONAL NT DESIGN SHOWN, THE R BUILDING IS THE 995 SECTION 2. T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 679.640 TC LL PSF REF CLB SUBST. TC DL PSF DATE 06/25/99 BC DL PSF DRWG BRCLBSUB0699 BC LL PSF -ENG MLH/KAR TOT. LD. PSF DUR. FAC. SPACING AsS (GABLES - 130 MP11, ASCE 7-90, EXP B. ENT:.) THIS DUG PREPARED'FROH COMPIIIER INPUT (LOADS A DIMENSIONS) S110111•TTED BY 1RIISS MFR. 130 111'll WIND. 30.0 FF HEAR IIGF. ASCE 7-90. EEIC. ULIIG. LOCA'IED AIIYHIIERE III ROOF. CAT 11. EXI' 0. )IIIID ICDL-5.0 I'Sf, 11111D DCDL-5.0 PSF. + FOR VERTICAL HEDS ND MORE MAN 4'0':'WI.5X3 FOR VERTICAL WEBS GREATER IMAII 4'0': W2X4. SPLICE, PEAK, AND HEEL PLATES TO'HATCH COIRION TRUSS. 2X4 OR GREATER CHORDS- DROP GABLE DILL SUPPORT 4'0- OUTLOOKERS•WITH 2'0' OVERHANG (DROP HEEL GABLE) 51'ACEU 24' U.C., OR THE LOAD FROH 12' PLYWOOD OVERHANG (NIINIIIAL HEEL GABLE):' I1115 TRUSS HAS BEEN OCSIGNED I'll TRANSFER 'ALL HORIZONTAL WIND LOAD ]MID IIIE RUUF AND CEILING DIAPIIRAGIIS. •COIIIIECTIONS AIID.UESIGN OF TIIESE SYSTEIIS ARE 111E RESPOIIMBILITY OF THE .BUILDIIIG OESIGHER IIIE BUILDING DESIGNER IS RESPOUSIDLF FOR 111E GABLE SHEAR HAIL DESIGII, CEILIIIG AND ROOF SHEATHING DIAPHRAGH CONNECTIONS. AND ALL TRUSS TO HALL 'COIIIIEC11011S• 14r 7/16 IIIIIIHUII APA RAPED SHEATHING PROPERLY ATTACHED HlTll LONG DIHEIISIUII PERPENDICULAR 10 SUPPORIS- RI IIOTE•: HAIL 'SICPS OF LAUDER TRUSS DIM 111E OUTSIDE PIECES 111111 2-16D BAILS AT EACH END. R1 HOIE: ATIALII LADDER TRUSS 10 TOP CHORD OF GABLE IRIISS WITH TWO ROHS OF 161) HAILS @ B' O.C. SIAGGERED 4' ALT. GABLE SHAPES: ORACIIIG DEFIIIIT10115: 110TE: 'EIID ZIIIIE' EXISIS 18' AT 110111 F.IIDS OF VERTICAL WEB. (A) (L) 2X4 511 j3 -L- BRACE. ATTACH 111111 0.120'X3''NAILS © 2' OC. 111 END ZONES: 4' IBC. DETWFEII ZONES. :. (II) (2) 2X4 SP 13 '1.' BRACES. ATTACH EACH WITH O.1Z8-X3- HAILS @ 3- OC. IN. END ZUIIES; 6' OC. BETWEEN ZONES. (C) (1) 2X6 SP #2 11 -L' DRACE.. ATTACH WITH 0.128'X3' HAILS @ 2' OC. IN ENO ZONES: 4' OC. BETWEEN ZONES. (D) (2) 2X6 SP #2 N •I.- BRACES. ATTACH EACH HIM 0-120•13- NAILS @ 3' OC. IN END ZONES; 6' OC: DETNEEN ZONES. - STUD SPACING /,ORACIIIG TABLE: 2X4 SP 13 IDEFLEC-A(I)2X4 2) 2X4 I) 2X6 (I ) 2X6S1Ull 11011 IIO' 'L- BRACE 1 BRACE L' 0 ACE• '' BRACE SPACINGCRITERIBRACE TYPE (A) YPE (B) ' TYPE (C)- YPE (0) 24' L/240 1'7' 9' 6' 12' 3'•. 4' 24* 1./120 4' 5' 7'7' 0' 3' 12' 3' 4 0' 16' L/240 1.3'10' 4' 4' 9'2' 0'll'. 14' 07 .0- 4' 0' 16' L/120 5' V 9'3' 2' D' l4''0 4'•0' OVERHANG DETAIL ! � -1—t• LADDER 14/ TRUSSES @ TRU STEPS ® 24" OC. TRU D.C. I-D=+ (TYp) INCLUDES MAX. fASf,IA REFER 111 TATTLE FOR A BRACING REUUIREHEIITS- Over Cont'lntlous Support 1.1-1.25 PLF R1 REV 2-5402 JW Note: A11 Plates Are I42X4 Except AS S.howi). PLT TYP. W ve TPI-95 Design Criteria: TPI STD) 19.5c QTY:1 Scale —.375° FL. ••IIARHING"• TROSSES REQUIRE Ell ERE CARE 11 FABRICATION. 1►IILIRG. SOIFFING. IRSTALLING ADD TC LL PSF REF ROB 1-=0 On ACING- WIN TO h10•BI (11AI10LING INSTALLING AND BRACING), . ►UDLISUED BY•IPI (1tU55 PtAIE IRSIIIoIF, IS] D'OOOfBto DIN., Sd17E MULLING YI •'S3119), EON MITI PRACTICES PRIOR 10 ►ESFON11100 IUESE fU0[1tons.-GRIESS OTpEBN15E IBOICAI[0, lop CpOND SIIALL HAVE PROPERLY ATTACHED fC DL PSF DARE 11/02/.O1 STRUCTURAL PANELS. SOf7011 COOgO SHALL RATE A POOFERLI-ATIACHEO RIGID CEILIId. ��:...I ' ••IIIP00 PANT•' fu0pi511 A COPY Df-TIIIS OESIGB TO... ISSIALIATIDN COUIRIC70R. ALPINE INGIREERED' �1T ATIFIgA 1, BC DL PSF I�RW IICD$ROEIl 01306211 PRODUCTS, IBC. 5DAtl NO7. DE NE S►onsi E TOR All OEYIAl10N I'm on TIIIS OES ILIA All FAILONE TO 27-me �, . _ OOILD TOE 10USSE5 10 CODIop11ACCE III In 1P1: on FABRICATING, DANULIHO, SHIPPING, 11151 LING AND +� �'2� no DC LL PSF TIC -ENG /JWC ALPA11 'BHAtlht flF 71O55F3. iH13 DESI6q SON/°NITS YITD APPLICADLE PgoFIsIDs3 OF nos INA710nAL DEMO T3I /TiW/;1TWD// L J 1 1• L SPEGIFICA110IPUOlIS11EO OE TOE AIIERICAR f0A(SI Atl0 PAPER ASSDCIAI100) ASD TPI. ALPIIIF E09''1, __ CORnECIORI ARE "AOE OF 70GA ASFII.ASSI GA40 iAU. SIEEL.'(ICTFT AS NOTED. APPLY CONUICIONS l0 O,, STATE OF •�� f01 .LD. 60.0 PSF _SEQN 7.4860 PACII PACE 0! TRUSS. AHU UOLESS OTHERWISE 1p[AIEO Os IBIS O151Gn, POSITION CONNECTORS PER ,(� �, �' Oq AUI NGS If0 4 I. '1Uf SEAL OR 11113 DRAYIpO 1001CAIES ACCEPTANCE Of PROFESSION►L EUGINEER116 �"Si':2OR% '� r S1 �� DUI(.FAC. 1.2.1 AlpineEIIgiIICelCIIPEDdUCIS,)11C. RESPOR5101IITY SOIEII FOR•IDE 1ROSS C011PORE01 DESIGU SIIURB. In( SOIIABILIfT ARB'USE Of fills 10NA1 �f1_A _1 A,1 `nr Al HainesCity,TL 33814 C011P0UENT FON ANY PAAiICULAA BUItDIPS IS I11E ■ESPOOSIBILIf1 Of In[ DDItD(NG 0151GDEN. PER ___ __ SPACING ' 2'T .0° YY 1l l i KCti(ificuleofAidhaimlian8567 1NS111P1 1.1995 SEC1100 Z. INIS HWU 1'NtVANLU INUN L.UMI'UILN IRrUI ILUAU� A Uln[n)IVn1) JUOM1V 01 i ua nr A. lop chord 2x4 SP y2 N Bol chord 2x4 SP #2 N Webs 2x4 SP #3 120 mph wind, 11.43 fL mean hgt, ASCE 7 98, PART. ENC. bldg, Located anywhere in roof. CA] 11, EXP B, wind TC DL°5.0 psf, wind BC OL°-5.0 psf. A rigid ceiling or continuous lateral bracing al 24' O.C. MusL be properly aLLached Lo Lhe bottom chord. 4X4= G G 4.4.3 — 9.4-0 2X4lU 2X4(Al) = 2X4(A1) _ 1�c_ 8-0-0 -0-0 1 16-0-0 Over 2 Supports R=646 U=394 14=8' R=646 U=394 W=8' PLT TYP. Wave TPI Design Crit: TPI STD 19.633 0TY:4 HI 1 E Scale =.375" Ft. ••WARNING• IRUSSLS REQUIRE ERTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND TC LL 20.0 PSF REF R081- - 32609 IT NACING N[FER TO NIR•RI (MAN OLING INSTALLING ANO OR AC INGI. PUBLISMCD BY TII (TRUSS PLA iC 10STI JUTE. 513 D'ONOFRIO DR., SUITE Y00. NAOISOn. YI 53F19). FOR SATE IY DR ACTICCI PR ION 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICAICD. TOP CNORO SMALL NAPE IO/ERLY ATTACHED T C D L 7 .0 P S F DATE 08 / 1 9 / 0 3 SIRUCIURAL PANEL I. ROTIOM CIIONO SHALL HAYS A PROPERLY ATTACHED RIGID CEILING. InP01ErAN7• luNN1511 A COPY OF THIS DESIGN TO TIIE INSTALLATION CONIRACTON. ALPINE ENGINEERED lF1f, •[ BC DL 10.0 PSF DRW HCUSR081 03231769 PRODUCTS. IHC. SHALL NOT RE RESPONSIBLE TOR ANY DEVIATION FRON THIS DESIGN; ANY 1111.112E TO �*7 -Y DUILO THE TN USSEI IH COMlO'HANCE WITH TIT: OR TASK ICAT IOG. HANDLING, SNITIING. INSTALLING AND '6 F��,* BC LL 0.0 PSF HC-ENG JEC/WPF A L P I N E ON ACIIIG Of TRUSSES. fHll DESIGN CONFORMS WITH ADDLICABLC ►ROrIS10n1 OF NOS (IIATIOWAL DESIGN �1 �j/S SP f CIF SCAT IOR PUBLISHED BY IHC AHERICAN FOREST AND PAPER ASSOCIATION) AND T►I. ALPINE 'v [ U CONNECTORS ARE MADE OF ZOGA ASTM ALS) G140 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 71, TOT.LD. 37.0 PSF SEON- 5638 EACH FACE of TRUSS. AND UNLESS UIHCRWISE LOCAIEO ON THIS DESIGN. POSITION CONNECTORS PER STATE OF :� DRAWINGS Ii0 A. THE Sul ON INIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �s .... •per OUR.FAC. 1.25 FROM JRH Alpine Engineered Products, Inc. WESPOMSIBILITT SOIELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS OryA1 IIninesCky,FL 33844 COMPONENT FOR ANY ►ARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24.0' JREF- 1S5A081_Z58 FL Cergrim Or Auderinw. 0 367 ANSI/TPI 1.1995 SECTION 2. - -Y-- IHIS UNIT PHLPANLU INUM LUMPUILN INPUT (LUAUS N UIMLRSIURS) SUOMII ILU OT INUSS MTR. Lv fop chord 2.x4 SP #2 N Hot chord 2x4 SP U2 N Webs 2x4 SP p3 SPECIAL. LOADS -(LUMBER DUR.FAC.-I.25 / PLATE DUR.FAC.-1.2.5) FC - From 129 PLF at 1.00 to 129 PLI' at 11.00 11C From 20 PLF at 0.00 to 20 PLF at 16.00 REFER TO DRAWING I-ICUSR081 01306236 OR 038 FOR STUD VERTICAIS AND BRACING DETAILS. GABLE END I-IAS BEEN DESIGNED TO TRANSFER ALL. HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPI-IRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE TFIE RESPONSIBILITY OF THE BUILDING DESIGNER. 4X4= 120 mph wind, 11.43 fl mean hyl:, ASCE 1-98. PART. ENC. bldg, Located anywhere in roof, CAT II, EXP B, wind 1C DL:w5.0 psf, wind BC DL=5.0 psf. the building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. • A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. ~v 4-4 3 7,77 2X4 (Al) = 9X4 (A11 = 16-0-0 Over Continuous Support R=165 PLF U=113 PLF W=16-0-0 INole: All Plates Are W2X4 Except As Shown. 8-0.0 i' 1LE L' j PLT TYP. Wave TPI Design Crit: TPI STD 19.633 _ OTY:1 H1 1 E - Scale -.375" Ft. -;WARNING- TRUSSES REQUIRE EXTREME CARE IN rARRICATIGN. HANDLING. SIIIPPING. INSTALLING AND N RACING. REFER TO HIB-91 (MANDLIMG INSTALLING AND RRACING). PUBLISHED NY I►I (TRu55 ►+,ATE TC LL 20.0 PSF REF R081- 32610 DATE 08 / 1 9 / 0 3 INSIITUT[, 567 O'ONOFRIO OR .. 5UI7F 200. MADISON. Y. 57/T9). FOR SAFETY P►ACTICE$ PRION TO RERFURMING iHESC FUNCTIONS. uNLE53 DTNFRYISC INDICATE. 10► CHORD SMALL HAVE PROPERLY ATTACHED P T C O L 7 .0 PSF STRUCTURAL PANELS. Do TIOM CHORD SHALL xAVC A PR OPCRLT ATTa[HCD RIGID CE IL INL. ••iMDORTANT•• FURNISN A COPY OF THIS DESIGN 70 THE Ix51AlLAlI011 COxtRAC10P. ALPINE ENGINEERED yf,�A1iFIC;�l.1, BC DL 10.0 PSF DRW IICUSR0111 03231770 — INC Sn ALL NOT BC RESPON 516LE FO■ ANY DE VIAIION FROM THIS DESIGN: ANV (ALLURE TG PRODUCTS.BC NY 1 (}Y' ; HC-ENG JEC/WPF OUILO THE 1RUSSES IN NITM TPI: OR FABRICATING. NANOLING. SMIPRING, IMSIALIIMG AND �%(n 'ki• p/ BC LL 0.0 PSF L P I N E ,RACING 01 1RUSSES. 11115 DESIGN CONFORMS WITH AP►IICARLE PROVISIONS Oi MDs (NATIONAL DESIGN I L 20E7v SEQN- 5640 7A S RECIF.CAT IGN PU6LIsHED ,Y THE AMCR ICAN FOREST AND PAPER ASSOCIAT IoN) Afro III. ALPINE CONNECTORS ARE MADE OF 2OGA AS TM A:S7 GRAD GALV STEEL. EFCEPI AS NOTED. APPLY CONNECTORS 10 1Y� 0:• STATEOF. •_ TOT LD. 37.0 PSF Alpine En&eered Producls, Inc Haines City FL 33844 il.CtrffxWofAuttorkshon1561 EACH FACE OF IN USS, AN UNI ESS OTHERIII SE LOCATED OM INIS DESIGN, POST TIOu CONNECTORS PER DRAWINGS 160 A-U THE SEAL ON THIS GRAYING INDICATES ACCEPTAx[E OF PR OFCS510NAL CNG IMEEI NG RESPON5I1ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHCYN. 18E SUITA6IL111 AI+D USE OF INIS COMPONENT Fop ANY PARTICULAR BUILDING IS THE RCSPONSIRILTTY OF THE •UILDING DESIGNER. PER ANSI/TPI 1-1991 SECTION 2. SSF •• ONAL _ DUR.FAC. 1.25 FROM JRH SPACING 24.0' JREF- lS5A081_Z58 a s 9{ ENGINEERING PACKAGE BUILDER - PROJECT MODEL/BUILDING- : LOT: BUYER'S NAME ADDRESS jjBLK-_ JOB#: REVISION DATE : v p - NEW LOAD: jf�� CARPENTER CONTRACTORS OF AMERICA, INC. OFFICE USE ONLY: ■11 3900 AVENUE G. N.W. PROJECT WINTER HAVEN, FLORIDA 33880 I.OT PH (800) 959-8806 FAX (941) 294-7934 BLOCfC PAGE 1 OF V� _ i �� ju�! LVL1 TJ- g TM)6.10Wa, "�be'' r:7 B' 2 Pcs of 1 jt14 x Its 1.9E MicroIIam® LVL User 2 121 200, 0:16:52 AM Pagel Erglnevervon:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 19' 8" i Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 2' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Uve Dead Location Application Comment Point(lbs) Floor(1.00) 240 2D4 17 8" - 2'6' BEAM SUPPORTS 9'4" ENTRY Uniforrn(plf) Floor(1.00) 0.0 110.0 0 To 19' 8" Adds To WALL Uniform(pli) Roof(1.25) 25.0 22.0 0 To 1T 8" Adds To F2 Uniform(plf) Roof(1.25) 40.0 34.0 0 To 19' 8" Adds To GABLE END LOAD SUPPORTS: " Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Uve/Dead/Uplift/Totai 1 Stud wall 7.63" 7.63" 1472 / 2134 / 0 / 3605 A3: Rim Board 1 Ply 1 1 /4" x 16" 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50' 1570 / 2185 / 0 / 3755 A3: Rim Board 1 Ply 1 1/4' x 16" 0.8E TJ-Strand Rim Board® " -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -3704 -2737 10640 Passed (26%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 16438 13529 31114 Passed (43%) MID Span 1 under Floor loading Live Load DefI (in) 0.208 0.475 Passed (U999+) MID Span 1 under Roof loading Total Load Deft (in) 0.508 0.949 Passed (U449) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(L1_:L/480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 5U5 2289A,B Copyright O 2003 by Trus Joist, a Weyerhaeuser Business Nicrollar& is a registered tratle"rV.. of Trus Joist. F:\J03\65461\LVL1.s= OPERATOR INFORMATION: AI Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven, FL 33880 Phone :863-294-6449 als@carpentercontractors.com t �ljt • .t*"% ` LVL2 A B i.- T,.a.aff(TM)6.10san.lN ftloar 039o555e 2 t CS OT 1 3/4 x 10 1.9E Microllam® LVL User. 2 12n02004 10.26:19 AM Pape1 EngheVeraion:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 9' 6 3/4" JL L'J. 2 , 3❑ b-4'-5'6314"—� Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Locatlon Application Comment Un form(pff) Floor(1.00) 457.0 172.0 4' 6" To 9' 6 3/4" Adds To 22'10" FLOOR SPAN Point(lbs) Floor(1.00) 1322 496 3' 6' FT4 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Uve/Dead/Upllft/Total 1 Stud wall 3.50" 3.50" -268 / -9 / -280 / -280 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board® 2 Stud wall 6.75" 6.75" 2921 / 1189 / 0 / 4109 B3 None 3 Stud wall 3.50' 3.50" 1223 / 478 / 0 / 1701 A3: Rim Board 1 Ply 1 1/4" x 16' 0.8E TJ-Strand Rim Board® , -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board,B3 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1922 1107 10640 Passed (10%) Lt. end Span 2 under Floor loading Moment (Ft-Lbs) -1807 -1807 31114 Passed (6%) MID Span 2 under Floor loading Live Load Dell (in) 0.005 0.135 Passed (U999+) MID Span 2 under Floor ALTERNATE span loading Total Load Defl (in) 0.007 0.270 Passed (U999+) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 51J5 2289A,B Copyrit O 2003 by Trua Joist, a "a yazbuu>at Bwinaaa Mioroilaab la a rag is t arad tradauark of Trua Joist. F:\J03\65461\LVL2.ama OPERATOR INFORMATION: AI Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven , FL 33880 Phone : 863-294-6449 als@carpentercontractors.com 4v Lwg ' LVL3 Busma TJ-eomtTm)I 5o.Iai NumW 00 00555s 2 PCS Of 1 3/4 x 16 1.9E MiCrollam® LVL User2 12/10t2004 10:27•t6MA Pape, EngineVersion.,:,0.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 727 273 1' 10" - F173 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Uve/Dead/Uplltt/Total ' 1 Stud wall 3.50" 3.50' 370 / 164 / 01533 A3: Rim Board 1 Ply 1 1/4" x 16' 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50' 486 / 207 / 0 / 693 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -681 422 10640 Passed (4%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 771 771 31114 Passed (2%) MID Span 1 under Floor loading Live Load Dell (in) 0.001 0.072 Passed (U999+) MID Span 1 under Floor loading Total Load Dell (in) 0.002 0.144 Passed (U999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented Is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 51J5 2289A,B Copyright 0 2003 by Trus Joist, a Neyerhseuser Business MicrollavS is a registered trademark of Trus Joist. T:%J03\65461\LVL3.s.s OPERATOR INFORMATION: AI Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven, FL 33880 Phone : M-294-6449 als@carpentercontractors.com 4row//A/ LVL4 TJ-eaam(T1�6.tOSarlalNwrroer:7003005554 2 PCs Of 1 3/4 x 11 7/8 1.9E MiCr011am® LVL Uwx.. 2 1211116M" 102357 AM Papal Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED o, a Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 160.0 136.0 0 To 11' Adds To 16' ROOF SPAN Unifonn(ptf) Roof(1.25) 233.0 198.0 0 To 11' Adds To 23'4" ROOF SPAN SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Uve/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2381 / 1983 / 0 / 4364 2 Stud wail 3.50" 3.50" 2381 / 1983 / 0 / 4364 Detail Other A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for deta!I(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 4232 -3347 9871 Passed (34%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 11285 11285 22310 Passed (51%) MID Span 1 under Roof loading Live Load Defl (in) 0.154 0.267 Passed (L/832) MID Span 1 under Roof loading Total Load Dell (in) 0.282 0.533 Passed (U454) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 5U5 2289A,B Copyright O 2003 by Trua Joist, a Weyerhaeuser Business Nicrollam0 is a registered traoemelk of Trus Joist. F:\J03\65461\LVL4.sms OPERATOR INFORMATION: Al Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven, FL 33880 Phone: 863-294-6449 als@carpentercontractors.com • December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, YW Winter Haven; FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: • 100 mph fastest -mile wind'speed • Residential construction • Enclosed building do meet the wind loading requirements of the Florida Building Code for. 120 mpn 3-second ?ust wind speed • Residential construction • Enclosed building • Exposure B If you have any questions or if I can be of further assistance, please call me. ``111I ►r�l� P �/ Sincerely, .`�%�R.. �� •'�SlF1Cgi'?'y� • G F'• :No.2283?- - 12-1 -02 Walter P. Fig, �' . STATE Or PE '. ' ��F ' `AZORIDA.- Senior Chief Engineer WA43 NA � � � + + lilt" ALPINE ENGINEERED PRODUCTS, INC. ...... ,�_ _.__,.-- . zs r:i„ Vr. ;:Add . f116SU22-8685 • (800)755-6001 'rhis lit A Pa -t y* Ir c ry an thm illti p rr TO P1111U MI, TIM �•'I ATi.11111;, AMCII(IR hill— 11 halms ►nil ahlr YA CliilAL nn1,L'TiIU 1 ' ' Irtc411r.p. -t -• IISH nETl1011 fllh]4111 A.T� - � Qudbu.nut INusl hn[lup ,t-1 fj,, (lit h1101.1i,n ittalnUlnsgtrcle4•lu.l l � `'1 t..,t.J1.•L,..d h.aulnp 69•I111CTIl11hGLY h011ltn ' . A.11.wl.wadru. Il NRl•IIOD fleecTellin BY Iha ..•o. kill— • pnnFUGSTl.1Wh(. 611RT1•IL+t;n a.srlay In. uti,i.s Ofl hpCll I1'4V 1' . ' AuuIDIu�Gr Ir1 1]urr.iuu� nEflxculsu jiitllax ancllnracle ur lK it1.13ita CAc other tyhab nt 'wHl.lt]) . . �- tluulldnp 0 o to t---) = o 0 0 0 0' cm c 0 0 rp� c= ALPTN1= cm o /---- 0 111I I5S lP G Q LM 1=l C1 f-I Ancllat►pa Ihy hulldlnp ilulpn•rl Into ,Wild .n.l . wnll-r..n.Lt. bt.ra . lurchip, Il...rby plw.nll.14, W.1. IIJCr,InO. -• Coudn..n.0 l.l.tsl b,uclnu. v:la A Il 11 I1 1»Afan_1�n1.' QNnC1i >�s'Ppnl►al_ s1Tl'11711 l'lIR ll{1)'1' `(]A G ]flt • A arunflAr;Ii 011- 11L!ITIIATIrI';(1� T.P7'1311A1. flIlALT11C 'flip Ilfaut.ny lia�u,+ nlloldll Ilow'l:n faalvarn gild CL(1 ift � 1• lilhen sperlfieil,nn Ihah engineering sheets (dl,llg: shulxrs IrAMI'T_fl 1 R.t.i P-SRC :('3 :Y.Slll)nfi �Si:[Y.R1 Whan I:he adjeo6nt Y-ruaHes hnve a t dl.ffaragt cafiCl.gllCalann IC'TIIK ollo"R Ile,:,,.l the �J0.g�nti all, of nraca �U�IZJ man,bnra Inh[.ch a1 a al_tacl►ed. to TnP t; n�TI'ntl chol da _ 'I't►n dl.enent°� h>ar_e 'kn; Ua a1:Lnahod to one of 11,1eb Yrlelnbe,Y,_ elpino I,nu1■rd dnwinq 137 Ato?a w1inns typcs PI socborgac nc "lAnts in, cnnlinunt.s btusl lu"np. Awanp 1LcnI I, a [aIC 1yhQc nl a \dab t A S ltl■dtI, utcllorcd by / diagnlnl brace a1 J1 dcg r, , finln a holiYanul plane A d[Qrec dcdu{nn If srnlnutal{y ■cccpuldc U lho AVAIni.no I, glcslci than s dcp,ccs, I Second dl■gnnd hnlcc dull b: prn�i.ln1 wcll sslo'n't c ■uIs wA 's". 71.c cl_n �ll �• �� at lultll cmis of lld,�d'taynnnl bnc� absll ha snclulnd t`41T I IK d S`l"L I,1� 111,- 1.1 • \/may\<V;V\ \ \ '�l►\�`��\\\\\k!'Y. \�►I11(�L'1I�119S1tA >�Cowpru■Ino wh-stuplpq h \\ 1K o..eln9ps ht.olug. 'fit\2�\�� !'-0n1I MtM.. lul.t .l lt(►Cr \� t Y CA� \ .� a1111nar1 hire. n.lbd In \ nppnlh. .blu al w. . � .... i .n..W L,.r.l tnava.o...s u,u " ✓ 1.a Lp.H..l rl-•LlgorWuldl, _� 1 .) I 90 LJl .j rr•cb ..4 ao nhn[r. Rs — ' 'and ao r14. at .,•It at: DI>gna►1- or. rl.y•ct.prc.. cnntlnlmua 1►►. [.L bcroa_• �;�•�¢,t15c1-11<'�) I ish 'tilts is a 1'acammandaliD]1 Dills'. Parmalimit hracilla for all shllclllral 6Im1181118 nn[I allcllQl•ard 1!1 6grilyflocilis ilia ilia Irausfai of Ilia lands In nlher slluctural alarlcnls of this hnllding In Achim hltal atrurlurnl 1nlePrilp is Iho rasponall]Ilily of ilia tluilainp, IIusIG,1n1 per 1'In1'ide 1]ullding i Wile n►TF i0%Ofif9d_ {•Ili i�'Il�� October 26, 2004 I& !sm Mck Carpet= Contra.• -tars of Amznc?, inc. 3900 Avenue Cr, NW Tip=zr Haven, rT..3S80 Re: Number of, Naas increased by 20% Dear Tim As a ¢aide for calculauaQ the spacing of nail whr.: subnhr6ng Pa=aancaUy driven.0.128"Tc3.0" mails for 16d common aanls, incense the g of nails by 2C 0. Tais adiust neat applies to bout ia*ezal and witaaravval VRL' S. A -e pattern it acceptable for stammered nailing as long rs the horaorrW distance. b--rween na%s ma:nraincd. The following table EM agproPri= nail spacing for the carme -don of mrder plies. SPACING OF 16D COMM01�T NAILS SP"CIFIED IN DESIGN "O.C. 3 4 5 6 7 8 9 10 11 12 13 14 15 17 SP4CNG, OF 0.128"X3.0" PIv' LMATIC N-AILS Please sots tact 2-piY ¢irders treed to be awed fi cm one f = 0n1Y- 1.""O.C. 2.5 3.3 4.2 5.0 5.8 6.7 7.5 8.3 o� 10.0 10.8 11.7 12.5 13.3 N ot%%gM.,'WLUk y:,ng of 4" O.C. for web bracing to be sane for 16d common nails and for 0.128"x3.0" �'� r- �� , T4rIC;q�; ,° Smas aiY, E` R%ah-P Mt, Ems. eel m0 �'�lta,LPIN� ENGENEERED PRODUCTS, LNC• C: PT --3944 • (Bb3}422-86B5 (800)7- c5-6001 1950 Marl, Dnve • Frain s tp, Job: Cracked Web•Rellalr Detall R2 THIS DRAWING; SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN I5 VAL.ID ONLY FOR A SINGLE PLY T[1USS WI.TII DAMAGED WEBS OF 2X4 SIZE AND #3 $0. PINE GRADE. IN ALIDITIUN, A MAXIMUM OF 1 CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. 1 (B) - DAMAGED AREA, 0" MIN. to 12" MAX. LENGTH OF CRACK IN WEB. (S) - (2)-2X4 SO. PINE #3 SCABS. MINIMUM LENGTH OF SCAB MUST BE TIME GREATER OF: 1. 613' + LENGTH OF DAMAGED AREA (B), MINIMUM OF 34" ON BOTH SIDES OF, TIME DAMAGED AREA or ' 2. BOX OF TIME ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON HIRE NAILS SPACED 4" O.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOfE: FIELD REPAIRS MUST COMPLY WITII ALPINE DESIGNS AND SPECIFICATIONS. R2 THE REPAIR SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL_ AND DIAGONAL WEBS. 'fl•IE DETAIL DOES NOl' SHOW A VER'I"ICAL WEB ONLY'I'O KEEP THE DETAIL EASIER'1-0 READ. (10d HAILS: DOUBLE ROM. STAGGERED) + - BACK FACE 'I 0 FRONT FACE rrntu e• _ 1 1 +� O O + O t O + O + S Ui l O I�F O + O+ O + O + O 1- A• P.D. -1 NAIL SPACING DETAIL o L� o 0 0 0 O 0 1= 17 O O O f ro 'o 0 0 71 �ALPINE� a CIy TRUSS I� 1 C3 J rr-rm , c= o o . o HKIMPORTANT 14maPn'a"w"ETEO TSlat11014 I'm - WWI. 101 BE PESDOH1aE F011 AIn OEYIAIIaI FF04 11113 DESIGN al UF.SE 611ECIFICATIa1S, 00 Aln FAILUM ID BUILD IRIF IrAM ill CIPFOMAIM& 111111 DSllitt BY IPI. ALPIIIE QaAEC10M Ate NAM 01 2WA GALY. GI IS. NEEIIIID ASIN ►AA/ GAY EXCEPT Al IOIIED. APPLY Iba1GOTUM ID Opp !ACE OF I10B5 AM aiESt On[I010 LOCAIED Oil Illls MOW POOtllal C0111ECTOM PM OPAWIMS 13D. ISO O MA-F. OELICII UTAIi0AMS G0111'c II 11 APILICAIII.E P°OYISIa1S OF 1A15 C IPI. AN E11011FFn'S BEAT. OII 1111i Df1A111119 ORIEO 10 lit L'OIMIEIII IEPICIEU 10le III a1.T, AIID MULL IIU II DE IIELIEO IVOI III Al" OHIO lily. A---IPI - 115GC PI All! 11Rrrnla tb. . IPPI Ill flaLLl I1E5 R2 Revised CLR 3/22/2001 WARNINGII.eaE. ""' "I-- CAI1E m IWIE11-11fa, EIECTInI AM 13111CIID. SEE III9-01 BY TPI. SEE MIS MSIBII ran APDIIIaIAL weCdL PEr Wean snAC1lif. is 0111nViEl11f. IILESS dll LVM1SE JIMIGATED, IOP aD0 g W.1. OE 1,47EnAl1Y 611AMfl 111111 P W1 A LY ATTACIED PLIn000 91EA711IIq BOTION ODW 111111 MTEILI AIIWIEO 14100 CE1111111 -- SEE 1J.PUIE 1ECIFIICIL 111911E 1 imi.raI Prcm 61111141.1. APIMCAl101-1:1l011i11 A aDl OF Illl• Mslal lu lie Inm En[Gllal cannAcl°n. I GPECIFICAiIail181 oft CalSITimliall ------------------------ TC LL - PSF TC 01_ - PSF BC OL - PSF BC LL -' -PSF TOT.LD. - PSF DUR•.FAC. - SPACING 24.0" PAGE 50 ACKEO WEB OETAI_ TE 09/02/94 W I-IC25094073 "ENG CL 10 /15L1 P SCAB 011 DETAIL - ,141C II[IISSES OIIII.T PER TUTS OETAII. DESIGNED 10 BE uSED roa ME FOLLOWING: IP TO 140 HPII NAX WIND, 30.0 FT [LEAN IIGT, ASCE 1.90, ENE. OR PART. EIIC OIDG, OCATEU ANYIIIIERE IN ROOF. CAI II, EXP B OR C. WINO ICOL-5.0 PSF, WIND ILOL-5.0 PSF. ATTACII ONE SCAB 10 FACE OF TRUSS WITH 0.120'X3' GIIII NAIItS AT 2' O.C. SIAGGF.RED THROUGHOUT TOP CHORD. SCAB TO HATC:1 111E SIZE AN6 HAICII OR EXCEED TILE GRADE As SPECIFIED ON 111E ALPINE DRAWING. IOTE: FOR 130 HPII DESIGNS. 2001 ADDITIONAL UPLIFT CLKr•IE!fldfPAEOUIRED 10 UPLIFT AMOUNI SPECIFIED ON ALPINE DRAWING. TOTE: FOR 140 HPII DESIGNS. 3005 ADOITIOIIAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. " ALTERNATE LOADING: 55 PSFC1.33 OF; 5U PSFH1.25 ut; J/ 1•:.I•e1.43 ur THIS DWG PREPARED FROM COIIPIITER INPUT (LOADS A DIMENSIONS) SI1011ITTED DY TRUSS HFR. 2-0-0 Oil MAX I L I I I I I 21- MINIMUM I 1 PI-T TYP. Wave TPI-95 Design Criteria: TPI(STD)_ '•MARMIN6•• TRUSSES REQUIRE Et THEME CARE IN rASRICATION• TIANOT ING. SOIPPING, INSTALLING Ago NRACING. AEIE■ TO 0I1•II (IIANDLINO INSTALLING AND BRACING), PUBLISHED Of TPI (1NUSS PLATE STIIDIE. 550 D•OlOr RIO DR., SUITE job, MAOISON, NI S311I). FOR SAFETY PRACTICES PRIOR 10 ►tA/ORItI NG Tn[s! /u1C110NS. URLI Sf OrOCRY15( IN01CArcO, Tar CUORD SUALL BATE PROPERLY AITACHEO G IRUCIUR AL ►ANELS, 00T1011 CG IN 5OA11 MATE A PNOP[Nll Al1ACI1ED RIi10 Cf I(IMi. ••I WFOR FAMT•• f0AN1S0 A CO►Y OF INIS DESIGN 10 THE INSIAItATION CONTRACTOR. ALPINE ENGINEERED IROOUCIS, INC. SHALL NOT NE NESPOAf UI[ POA MI OtPI AIION rRGH Inls O[sIGNI ARI (A )'I ONE IU BUILD lilt IN 055IS IR CONFORMANCE Y110 if l: OR fABNICATIRG, UAOOL LNG, 3tlllPlaO, IR 5I ILL IRO IGD A L I' I N E Gr TN OSS[5. IIIIf OlSlr, CONIOIHS YITU AIII ICINLE ►ROT Nf10N3 G! NOS (RATIONAL 0[SIGN SPICY IC AIIOR PTIeIISII[0 IT 111E AMEN I[AY FOO[SI AND P"IN ASSOCI Al.. I ARO TPI. AL►INE C OIN[Clore AN! MADE OF TOGA Af T11 A111 0110 0AU . S11% LtClri AR NOIEO. 111LT CORIt CI OAI To MIT FACE OF TRUSS, ANo ODLLSS OToIsY IS( LOCATED ON tol5 of SIGN. POSITION CONNECT TIES I[R DRAYINGS IGO A•I. 111E SEAL ON INIS GRAYING IROICAIES ACCEPTANCE Or PAGIFSSIONAL [NGIR[ERIG� Aldine Cnginl:erCli Products, Inc. RESPONSIBILITY SOLELY roR IIIF [RUSS CONPORFOT DESIGN SHOWN. TO( SUIIABILITY ANO USE OF IN1' TIOiI1W Clly,F L 33844 COMPONENT FOR All PARIICOLAII OUILOING IS IIIE If SPOYSIOILIIY Of 101 BUIIOING DESIGNER, PER 17LCer6Gci(eufAOUwlizoliuG0569 ANSI/TPI FINIS 31CIlOR t. 0TY:1 HI/1/-/-/-/R/- • TC LL 30.0 PSF TC DL 7.0 PSF DC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. +-+-47.0 PSF UIIR.FAC. 1.33 SPACING 24.0" REF ROB1--0 DATE 11/06/01 DRW IICUSROBI 01310276 IIC-ENG /LIWC SEON - 24952 C .� I.I�) W.I-� 1 ] � .I_) I1..0 1 �! .I I I 1-...) SUB _� S L.1. .I.1 I.1 1..� rl, .� �� I '7 TIIIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL. BRACING (CI.B) IS SPECIFIED ON AN ALPINE 1'111199 DESIGN BUT AN ACTERNATIVE WEB BRACItIG UFTRIOD IS DESIRED. 4 10 NOTES: T—BRACING OR L.—BRACING: .APPLY TO EITHER SIDE OF WEB IIARROW FAC19 • ATTACH WITII led NAIIS AT a' O.r. BRACE IS A 111HILlUU 1109 OF WEB UEUBER LEHG'TII I T—DRACE OR L—DRACE THIS DETAIL. IS ONLY APPLICABLE FOR' CIIANGING I'HE SPECIFtEll CI.B SIIIJWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAII ` BRACING. ALTERNATIVE BRACIIIG SPECIFIED IN CIIART BELOW UAY BB CONSERVATIVE. FOR yIN1UMI AI TERNATIVE. BRACING, RE—RUll DESIGN WITH APPROPRIATE BRACING. T—RItACE 1.—BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE DRar,INr. SCAB BRACE ; SIZE BRACING T OR L—BRACE 2XS OR 2X4 1 ROW 2X4 2Xa 1-2X4 2-2Y4 2X3 ;Olt 2X4 P. 110IY9 2Xs T ROW 2X4 1-2Xa 2-2X4(*) 2Ya 2 ROWS 2X8 2Xa 1 Row 2Xa I-2YB 2-2Xa(*) 2Ya .2 ROWS 2Xa ORBHETI'ER T THAN WEB RACR IMEMBERBRACE UNLESSORE SAIJ9 SPVC195 AND SPFC FIED OTHERWISE ONG1LARPs EtIGINEER'S SEALED DESIGN. (*) CENTER SCAR ON WIBE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF VIEB. SCAB BRACING: APPLY SCABS) TO WU)E FACE OF WEB. NO MORE •fIIAN (1) SCAB PER FACE. SCAB ATTACH WTI'll 'ad OR .128" 113" GAIN NAILS AT R' O.C. ❑RAGE IS A Ul"IM1114 Raj. of VIED'UMABER LENG'1'll • muVAR1111NGs+ TRUSSES RERIIRE CrTREItE DIRE III FADRIGTD6. IWRLIIIG. SIUM'DIG. IIKTAt.Ll1G PI.AIEpIUSTmIIUYE.FSU]LD'll n�lt(Il DR 1 MUTE II200,LLUD SO11. WI.R 337 11' FM SAI CtT,P1uC11CCSLS pR11IR TO PERTIGAIDIG IID:SC TIRCf0D11. LSLESS IIIERVISE INDICATED, TOP 01710 S1W.L HAVE PRUPEp1.Y ARACIED STRICUAAI. PAIIELS AIM 811FON CISARD SHALL. HAVE A IlUIP 11 ATIATAEO RiG1u cat.Iu:. INPURIAHT— FLRUIISII CUPY Or 11115 DCSIGN TO I SIAILAIION CONIIIACTOR. N.P 116 ENGIIIL-d1CD ppOIS1CIS. III1. SIIAI.L 1101 RE PESPO11SISLE I.OR ANY DEVIATIDI I'RDII 17DS DCSIGLI. ALLY fAILIRIT ALPINE To DIIILD IIIC T18KS IN'E@ffTOtARIF VIIII IPII CDR FADRICAFIML UAIIDL 11 -OOL YuIO, u11fALuUG /i--O A DRACIIIG IG IRIISSES. DESIGN EU RYRRNIS VIl1I APPIJCADLE PRUVISR➢NS OF LIDS ONAIIIRRAL DESIGN SPEC. Df AI-LIIAI ALTO 1PL ALPINE CIIDICCIOR PLATES ARE IUDC IT I!U/ID/16 GA RVJVS/10 nRLI •L53 131•DC 40i40 IV.Y iN.il rw.LV. STEEL. APPLY RATES ID Choi rALE ID" TRUSS AND. IRILESS UIIIERVISE Lt1CA1CD I01 1111S DESIGII, POSITION PER ORAVDRGS 16DA-•2.' ANT 11111'Er,11LS1 OF ►RPUREEIRGUIEr-AEOPAC)(TliCT6.Up:. PI.ATES F(51.11%101 DY All SIMLL OE PER AIRD:X A3 Cf IN 1-RUDE SEC. 3 A SEAT. (DI h11S _ POLIPANO DEACII FLORDLI• DRAVIAG IIDTCAIES ACrEPTAIICE IF PRN-F.SSI➢II- VIGIIIEIADIG RESPIDISIDU IIY Stl EtY fllp I11E miss CIIIPID•tEll1 IIESICd1 SIQMR.' 11E.5111FADILIIY MID IISE OF 1111S CIIIII4111 1' FOR ANT UIIII.OIIY; 11 Ill- RCSPIIIISIRII.IIY nr RIE.BIIII.RIIIG III:UlAR. PI:R AIISI/IPI I SUL 2. I -, TIIIS DRAWING REPLACES DRAWING fi79,640 sUBST. TC LL Psr. REF CLB I'C DI, pSr DATrs 02/I B/09_ BCr)), Psr IIRNG DrICLBSiIB0203 Be 11 pSF —RMG bILFI/ICA.R TOI'. Ln. PSF MIR.'FAC. SPACING k&SCE'1.911 GARI_E EIIII_OETAILS ,130 IIPII,.EXP R. 111C (-IGAIILE S1 NOS. AI IACII TO TOP CIIORO Alit) DOT )Oil 0100n HI TH ?X4 ALPIIIE PLAIF.S. SEE CIIARI FOR SPACING OF GABI.E SIDDS. 'LAZES IIAY BE 114 FOR L'o' SIIIDS. ('a) 294 SO. PIIIE-'3 GABLE STIII15. ATTACH TO TOP CIIORII. DIAGONAL HERS. UID'BOTf OH CIIDQO t11Tll 11294 ALPINE PLAIES. ALI. (-•) GABLE SINUS REQUIRE IEIFORCIIIG.IIENOER. GRACING FIRST' BE TQEIIAILED 10 GABLE STNO HIr11 1.131'13' GDII HAILS -AT 4' O.C. PLUS A CLUSTER OF 0.131'X3' TOENAILS IF 111E TOP AND ROTTOH CIIORD. SEE DETAIL FOR NAILING. SEE. CIIART FOR NO BRACING AND SPACING-0F VERfICAI. S. t , rIOTE:TRIISS EREC'TnR IS RESPONSIBLE FOR PERHAHEIIT HER BRACING. 1411EH • BRACING IS REQUIRED. FURNISH A COPY OF TIIIS' OIIAUIHG FO 1011SS 611ECTOR. *PLATE AS REQUIRED Oil APPROPRIATE DRAWING. OIE:GIRDER IIAS BEER DESIGNED 10 TRANSFER AL1. IIOR121IHTAL IIIND LOAD IN 10 IIE FL13DR It ROOF SIIEATIIIIIG DIAPIIRAGIIS. COtINECTIonS t OESIGII OF IIESE SY57EIIS ARE TIIE RESPONSIBILITY OF 111E 01111-911116 DESIGNER' TOTE: ,IIAII. STEPS OP LADDER TRUSS 01110 rUE OUTSIDE PIECES WITH 2.-160 IAILS AT EACII END. NOTE: ATIACII LADDER TRUSS TO TOT' clionO OF GABLE TRIISS NITII IWO R1111S OF 161) HAILS 0' 0' U.C. SIAGGERED 4- -1-• 7/16 IIINllitnl APA RATED SHEATHING PROPERLY ATFACIIEO 11ITI1 LONG 611tENSIOU PERPENDICULAR .10 SUPPORIS. i•-F t LADDER tl/ STEPS 0.24' O.C. lItI155E5 24. O.C. I'D- MAX 011 INCLUDES FACIA ' IIIIS IIIIG PRF.PAIIEII E11011 f,OMPUIER IIIPIIf (LOADS d I1111t 11Snnul 13O IIP11 t11110, 30.011 Fl IIEAci IIGT. 6I'DS1111E,I1-CIIC1 OSEO OLOf., ASCF. 1-90. CAI Il SEE APPROPRIATE ALPINE IIIIAHIIIG FOP I.IIIIHER. PLATES AIII) AFUER DATA 110T•S1101111 HERE. . A STUB IItISI BE AITACIIED 10 TOP AND 001. CUORDS ONLY GABLE S1110 SPACING. ' MAX.LEHG1II 2X4 50. PINE 13 .24-O.C. 3`- It' 214 SO. PIIIE 03 16'D.C. 4'' S' 2X4 So.- PINE 13 12'0.C. 4'- ID' •• SING 111151 HE ATTACIIED TO CI.OROS A„AXDLEGOH'L DE111F000111G IIEIIDER SPACING 2X4 So. PINE i3 24'O.C. 51- 11' 2X4 SO. -PIPE 63 121O.C• 7'- 3- a' U' 214 SO. PINE G3 16.O.C. 3' 2X6 511. PIPE 02 11 24'0.C. 10'- 2XG So. PINE /2 It 16'O.C. 11' 2X6 so. PINE It 11 12.'O.C. 12- Io- 1-r (4)-0.13I'X3.0' TOENAILS. PI_YNOIID SHEATHING 2X4 REINFORCING 2X6 REINFORCING .� \ + HEMBEIt _RllL'TI]hL I �• y . 'IIE140ER I+ F•1 I I GABLE STIID SPACING. :- �I 24' O.0 MAX. SEE ABOVE TOP OR BOTTOM CHORD of 0.11. GABLE TRUSS. SPAII. REgUIRED -OF GARBLE Note: All Plates Are 2X4 Except As Sho►4r1' REV 2-6-2002••JN(: : RFV. VO ft-24-2004 CEILING PLT TYP. Nava TP1-95 Design Criteria: Tl1 m) 19.5a IIU1/-/ / (_1_ --=--Ilinlal--• "'I'm uovu[ [crtna uaa d-in.Ic.n.., •unar.•. .Mlnua..■iinum iro.un.a. - TC LL 30 at'-20 P5F arid. r..ctl 1.as 0.1,al.a Crv..1.1 IAfrff ULt,Nr gotl, rtl.tllMb al VI Ihtll{ /1aII 111rl furl;.',*a fU ••u.n.• go.. solid w. n.oue•..1 1.nU ua um w.a• ...w'N•du r .1.rr. e.. a1a hurlill 1a. Ot11t•1, ill unn us tAr[n n.cuus *slot IO rpr•.ngoi loll[ .nuws. onus •.Mal.... u...... '`�l•� . BE f, DL 1.5 01' 2D PSF w..nAc.n -1)1 10 or ]0 11SF --111r o. TA•T•� f....W . col. .r 1..• rt1.0. 1a r.a I+ar.t..r. a. go.l..r. aa. .11w1 a..1.1/a.0 a.wtl .. lac. w11 %ai a1 .11ra.f 111c /.r •. n11 .......rl 1•la ."Slow: ♦s. (.Hutt so 11111 till ALP I RE i[un a dn1.•t1u[ um oil •s nuuAriu, u.nlm.:urrin, 1as..t.1n 1 u.cgo. u u.gou. •tll.. carnet Milo Arft.c.11t tgor1111af of .•s 11.11111[ •111u Pic, •r A/NAI •.. 111. 111111 ra8.1C1.. rl Alla AMC n.O. Or 16/1./1691 /1.0/a/91 AI111 Aago al,rl 40/16 (I. ./Y.[i 4119. .1"' . •1r11 rolls 1• tAt■ feet Ar goals Aae. ant altpul [[ twit• a 1•.s qBu, Ia111iaa rgo o. mgo........ p{O. 11J1{. Rea ad P.Od1.cA.. ino. oar Ilptcllp .1 /U4a raU.Ml. .r ill ...1. .1 rid •Ial� •a •r 1r11•I.n ItL.I. [ 11K U 1411 1^ 1 •awl.. I..Ic•go. ACCIII.•a1 Of rr.........I. ........1.. .[rr.aa1 11.1 I.III. r.A I.a l•Ya1 rr�a.r.. If1B LIUItY Dina at$[%$ ta•Y.. out 01..111111 Its .t( r IMis C04"fal to$ As, 1.Ital.1 It tag II LIbt11111i1 el lad lli611lq,Fl. 31119 ou111..111/1[at Fla uH/Irl I SEC. I. . Fl. PnoFror dAadmv Ii..l 167 `._. DC I.I. 0 Or 0 PSF TnT 111 1705 n'r SO PSF 0IIR..FAC. 1.33 or 1_24 SPECIAL GABLE Elio TRUSS Scale -.3125'/Ft. ITEF Roo]-- 0 DATE 10/23/01 DRW IICIISRQBI 01306184 IIC-ENG VR/AP SE011 - 24104 F it 01-1 I I C WA 15 NME: SEE DIIAWING GE-003 FOR I-L&IOEFI.. PLATES AND UTHEI"1 DATA 1.10T SHOWN I IEnE . I.1-i•BOTTOM CHORD MAY BE 1REMOVE[) AND STUDS ATTACHED TO FACE OF BOTTOM CHORD OF MISS (11) BEHIND 1.1/2--16d NAII-S EACH. TIN BOTTOM CHORDS OF ATTACHED SCISSOn Tnuss TO BE LATERALLY (BnACED FOIL I-IOnINNTAI• Y111,IO LOADS. 13RACING SYSTEM 'r0 BE DESIGNED AND FURNISHED BY OTHERS. "' AI,PINk; r1E3IGIIED AT 24" O.C. FIJIS11 WITH GArlr.r: END AND TO IiATC1I TOPCIlOnD P.T.TCII 11S SlIOLIN. CONNF.CT•TOI' Atli) ROTTOM C11011D TOGETHER 11/16d NAILS AT 0" Q.C. AS INDICATED. + NAILS AT 0" D.C. A nTGTn r.cII_(mr,, On Cn1•ITIiiunU5 I..ATEnAL nF1Af.IPIG AT 24n.r_. IdUST BE I'nOPr_1A-Y ATTACHED TO TIME nOTT01.1 CHOHD. DI:S1f,Nf_D FOR IISE WITH 110 NPII WINII SPEEII, 0-30' I4E01 IIETGIII-, EIICI_IISf_D IIIIIL11111G. (ASCE 7-811. 1=1.0''i, EXI'1)SIIIIE 0 eI.L__t'At3LE_.SLiAEGS_:.1 . SYN @ . ' STANDARD GABLE END TRUSS vnRlEs —1 / �I I I I I I I I I I I/ I 1� � VARIFs ,. •I--1 CONT LIAIOUS SUPPORT ftl Rev CIA I L. (VAR1E51 '-' PL7. TYP.-ALPINE lPI-95 - - — SCALE o 0".5000 arue nn"leuuo raca"e1f. IIC. lnlsut aemine trrntla clot DESIGN CRTT:TPI REF I10©i -23730 a I� a a o • o a H INPORTAMTI, It 1u„L Vow as .m1•b1r16..r Faw "o wARNThIG 1„ 11.,a<11a. 1aFcllbl I1< �f CGc�/�� -- — -- o a I= a o6Vlluo" Faoa Iglu IE61611 as u16C6 6aICIFICIfla1l, 0 talc lnLcllla. off 1115•01 61 IFI. 6EE IIII! IIEfl'wl „7 TC I.L. 30.0 PSF DATE 09/ �979n A=1 a C= o FilLUI111 ro WILD 1111 1111111 111 CNi610111c! Willi Walk 1r 11-1 ran I1301110104. 111c111. ria"AHEI11 I LLCIIA 119 ✓ 15 , 0 PSF DRUG IIC26294041 cm a o a urll[ Cb1EClaal IRE 1u01 OF 1661 SILV. 111EL I11EV11• lots ov111f111"11. Uit11 alIEOVl6t I10IGIEO. Top (C III. — o e o o L446 94 a rturl n 11a,ro. A. Cb.[cloaa la raa. rice /v C.ona WML 0E LII10"tLr 8410Ea alln PIWPcn ; RC DI_ J 0 . 0 PSF 1-IC-ENG AP I ALP INL" Co I""' I11a I.un ollcwlut lacuro mI u11a oloou. nalnlbl a tluaco rLIVIUn 61¢Iuo"a, /ollml Damp ♦ — a --_ a fbaKa1.N1 ►ia a.,1r11c1 ua. IE1 c waI-r. 6aalan nuo.nna "A's •Rocco.( LII1n[O Vista cstl."a — ac■ TOT.LO. 55.0 rsr- O/A I_EN. crow 101 Y/INLICLaIf MOVl6lbl6 6F IM a II•1. 111 Caa 111E111'6 lVlll! IlC1a11C IL Lflll l! 11/1/111 faa'MaPEn I ---^ A EL Muss o o .•1L b1 IIII, aa.V1.1..I.a.1r. I Ism! rb1.•b..11 orrlClro 1tR1. VA1.11L .M" ICAIAVs. 1,.1.IIY1 . tar, OF 11.1: * � nI.1R. FAG. 1.3a PT TCI r_I — III QW1. u0 c.JJL Inl of nl1.110 Thal la tau nuan ULc. resl6u 1a t,1E lnlss Enec_Uml tnnructon. Ems' 0 0 o a r-1 CI -vl 11fas nLTt i1ellimt.�ros - iooi uulmuL UEs16o s�EciLlculni roo.woon ca6init I' _15PACTIdG 24 .0 ` TYPC _(GABLES 130 I•IPII, ASCE 7-90. EXP 0. ENC.) 131) MOD 111110. 3D.0 1.1 IIEAH II61, ASCE 7.90. fNC. OIAIG, Il1l:AIlU AlIVU1LRE III 11001', CAT It- EXP B. MIND ICIII.-5,0 PSF, 111111) BCVL-5.0 VSF. + FOR VERTICAL UEBS NO MORE THAN 4'0': W1.6X3 FOR VERIICAI. UEDS GREATER IIIAN 4'0': 112X4. SPLICE. PEAK, AND MEET. PLATES TD HATCH CONNOII IRIISS. " M OR GREATER CIIORQS, MOP GABLE W11.1. SUPPORT 4'0' 0111LOOXERS HIM 2'0- OVERHANG (DROP HEEL GABLEr iPACEO 24' O.C.. OR THE LOAD FROM 12' PLYWOOD OVERHANG (HONINAL MEET. MEE). THIS 1RUSS HAS BEEN DESIGNED TO TRANSFER ALL IMMORTAL WIND I.OAO I"10 THE R00F kill) CEILING UTAPIIRAGHS. COIIIIECIIOIIS AND DESIGN (IF THESE SYSTEMS ARE 111E RESPONSIBILITY OF 111E BUILDING DESIGNER. TIIE BUILDING DESIGNER IS RESPONSIBLE FOR TIIE GABLE SHEAR WAIT. DESIGN, CEII ING kill) ROOF SIIEAIIIIHG DIAPHRAGM CORRECTIONS. AND ALL MISS 10 WALL C(IHNECIIONS. I+ 7/16 HIN11411H APA RATED SNEAIIIIIIG PROPERLY ATTACHES) 111111 IOHG DIHENSION PERPENDICULAR 10 SIIPPORIS. R1 NOTE: IIAI1. STEPS OF LAUDER IRIISS ONTO THE OUTSIDE PIECES Willi 2.169 HAMS AT EACH END. III MOTE: ATIACII LADDER TRUSS TO TOP CHORD' OF GAHLC 1RUSS HIM TWO ROWS OF 161) HAILS ® 0' B.C. SIAGGEIIEO 4' ALT. GABLE SHAPES: 1111S MUG PREPAR(II FRAH T.OIIPIIIER IHPUI (IVAIIS d OINEIISIONS) SIIBIIIITFO OY IRIISS IIFR IIRACIIIG DfI111111Otis: MITI:: 'ERI) ZOIIE' EXISTS 10' AT 110111.01115 OF VCRIICAL NEB. (A) (1) 2X4 SP 13 -L- BRACE. ATTACH Willi (1.120'X3- NAILS 9 2- OC. IN fill) ZONES; 4' OC. UETUEEII IOHES. (0) (2) 2X4 SP 03 -L- BRACES. ATTACH EACH 111111 n.128'X3- HAILS B 3- OC. IN END ZONES; 6' OC. BEIIIEE14 ZONES. (C) (1) 2X6 SP /2 N -L- BRACE. AIIACII WITH 0.120-X3- HAILS 8 2- nc. IN ENI) ZONES: 4' OC. BETWEEN ZONES. (D) (2) 2X6 511 12 N -L- BRACES. ATTACH EACH HIM 0.128-X3- NAIIS ® 3- 0C. III fill) ZONES; 6' OC. BETWEEN ZONES. SJUD SPACING / BRACING TABLE: 2X4 SP /3 DEFLEC- T2X42)j....E2%42%4 rGRACE ) 2X6STINT 11011 NO BRACE ' BRACE SPACING CRITERIA BRACE E (B) YPE (0) 24' L/240 3'10' 6' 4 R24' 1.1120 4' 5- 3' 4' 0'16- L/240 4' 4' 'II' �' 0' 16- L/120 5' 6' ' 0' 4' O' OVERHANG DEIAIL EUEB N/ .7 STTRUSSES @ S1EPS O 24' OC. 24" U.C. -F (fYP) INCLUDES hiAX FASCIA AY Note: All Plates Are W2X4 Except As Showtl) PLT TYP. Wave TPI-95 Design Criteria: TV[ (STD -YARDING" MOSSES 110111C FIIIENE CAI[ 10 fAIIICAI1a1, IAQOLIIO. SOIrPING, INS11lLIN0 AOO Or ACIIG. ■[rfY sU O10 YI (Y.rOI 14 G IISTIL1 IIc .uU eN.CINcI, roil lSYtD Or 1►1 (11etS II A11 IOSIIIOI[, St] O'a001110 Dt., S01IE iDD, IIAOISOt. Y1 S]llfl. r01 SArEIt rN ACI4" r1101 10 ' r11f OlNINI INESE FINC1 10". MT Ol0',Y1It IY01C.1(D. IOr CUOID fIALL O/r[ MIIIII Ull(nE0 S INOClOt 11 I.N(1 S. OOI Inn C1101D SaAll hill 11N0►rill 1111CIFD plain C[IIIOG. ••1111'0A fANl •• fI1Y1 Sp • COrs 01 ipll 01f TOY lO ill[ INSI AI L/110■ [OY 11AC 101. .1r111 IIGI■ltNlo rI000C1 S. IYC. SOAII N01 1t N(51011S11L1 FOR 111 OEI IAI101 r1011 IYIS 0ESIGO; 11, r111 e1[ 10 _ 10110 I. MOSSES It C0110111AICE Illlp Ifl; 01 f4a1ILl11 OG, uA10111G, Sa"" a.. I... Al11I1 11D A L P I N L 011CIaG ar 11011f1. rills 11[f ICI [00I DENS Y114 A/►l IC/NI[ ►tar ISIDNs Of YOS ..... aY AL Dr11 GN s►ECIr1Cn lof Eu1l ISOFO eI IO[ AnE1l C.O Hall 1N0 P1►11 At1DCU11001 1I0 1►I. A1r11[ CONNlC1aNt 11E NA01 01 1011 .11.1 AM GM a/Ls. SIE[L, 11.11 11 r0110. ,Ills CONIM(Ill 10 E ICII rltF Or IN OSS. ANO OILISS 0111ERVISt It LO ON INIS OESICN• roslll0l C0111MO06 r11 AI INe 11 1 DIAYIOGS ILO 1.1. IR[ 1111 0I lOil DIANIIG 1101CU FS ACCEPIANCE Of ►IOrESs10IA1 (NGIOEEIIaG p agineeredlluducls,luc. 1[sPalslortn/ saull r01 IUE Muss [wlfoltul ntsi6l suave. 1111 sullADDln Ten aSF of Inl$ Ilaiufl Cily,111. 33R94 COafaNENI 101 All f1111CD1A1 OUIIOING IS TOE IESPONSIO11117 OF lul 10110116 DESIGYLI. PSI PI,L:alifumlaofAlllliariEelion1567 A1sI11P1 1.199S SICIIaN E. HEFEI? TO TABLE. FOR a BRACING 11ENuIREHEIIIS. Over ConLlnuous Support I1-125 PIS 19.5C 01,Y:1 III 1 TG I 1'C IIL BC DI. i HC LL I TOT .1.0. IIIIR.FAC. SPACING PSF PSF PS1: _ PSF 60.0 PSF 1.25 24.0" R1 REV 2-5-02 .114C Scale -.375" Ft. REF R001--0 _ DATE 11/02/01 O R 41 IICIISR 081 01306241 IlcaWC SEAM 24D60 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 (863) 422-8685 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval ' FL1999 Page 1 of 1 Document ID:ISIR081-Z5613110541 Truss Fabricator: Carpenter Contractors of America Job Identification: 65467-SU5 / 2289A,B ( ) Truss Count: 34 M odelCode: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD) Engineering Software: Alpine Software,versions 5.02, 18.2e8, 18.2f3, 18.2c4, 6. Structural Engineer of Record: Address: Minimum Design Loads: Roof 37.0 PSF @ 1.25 Duration Floor 55.0 PSF @ 1.00 Duration Wind - 100 MPH SBCCI -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1-1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR081 Details: GBLSY42A-GBLSY42B u 1 47024--A2 04345ACD 12/10/04 2 47025--A11 04345ACC 12/10/04 3 47026--A9 04345ACB 12/10/04 4 47027--A7G 04345ACA 12/10/04 5 47028--A3 04345ACN 12/10/04 6 47029--A4 04345ACP 12/10/04 7 47030--A5 04345ACM 12/10/04 8 47031--B1 0434SACL 12/10/04 9 47032--C1 04345ACO 12/10/04 10 47033--C1A 04345ACR- 12/10/04 11 47034--C2 04345ACS 12/10/04 12 47035--C3 04345ACO 12/10/04 13 47036--D1 04345ACT 12/10/04 14 47037--02 04345ACU 12/10/04 15 47038--E2 04345AC9 12/10/04 16 47039--E1 04345AC6 12/10/04 17 47040--F2 04345AC5 12/10/04 18 47041--F1 04345AC8 12/10/04 19 47042--F3 04345AC7 12/10/04 20 47043--HJ7 04348001 12/13/04 21 47044--EJ7 04345ACK 12/10/04 22 47045--CJ5 04345ACE 12/10/04 23 47046--CJ5A 04345ACH 12/10/04 24 47047--CJ3 04345ACF 12/10/04 25 47048--CJ3A 04345ACI 12/10/04 26 47049--CJ1 0434SACG 12/10/04 27 47050--CJ1A 04345ACJ 12/10/04 28 47051--FT5 04348005 12/13/04 29 47052--FT7 04348002 12/13/04 30 47053--F76 04348008 12/13/04 31 47054--FT4 04348006 12/13/04 32 47055--FT1 04348004 12/13/04 33 47056--FT2 04348003 12/13/04 34 47057--FT3 04348007 12/13/04: 11111 teo um oia 11111 all leu Seal Date: 12/13/2004 -Truss Design Engineer - James F. Collins Jr. Florida License Number: 52212 1950 Marley Drive Haines City, FL 33844 ( 65467.5U5 / 2289A.8 ( ) A2 ) lop chord 2x4 SP #2 N Sol chord 2x4 SP #2 N Webs 2x4 SP Q3 )eflection meets L/240 live and L/180 total load 4X4= 100 mph wind, 20.Sl fL mean hgl.. SBCI ENCLOSED bldg, located anywhere in roof, wind 1C DL - 5.0 psf, wind BC DL = 5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24' OC -- 4An tr,cl o 4X4 (A2) t-o-o 11 8 0 I 11-8-0 _I 23-4.0 Over 2 Supports 'I I 11=919 U=500 W=4' +17.5.14 R-861 U-430 W=4' )LT TYP. Wave TPI Design Crit: TPI-1995 STO 5.02 cJ:•C�•OC �r 3 /FL 1 R ••VAYYIYG•• Ir IISS((S rED01.1 E,"I"I CAPE IN IAp I[A110., .ArD11.C. 91Irr1.G. 11115M11.G AND PACIrG• •: TC LL 20.0 PJF ., 1• IO r[SI 1 D, (Aultnl.D cwvO.t.1 S,It11 L/O.Iu non. 4011tN1p U LI (IrU SS rl wlr IKIIIV1C. S.] •: D'o.Or r1G D.., tullf ,00, xAD150., xl S]/HI ,MD xi CA IYDDD LOOS CDUK II or •M rICA. l.. T C D L 7.0 P S F xAm so., xl .vin r-0. ,n I. •ualcrs ru or In •rn o.xi.c u45t ru."ll.... units .111,1.I11u LDrzAn o. •� TOP CIIO.D SIIAII 11,.l .PpOrut, AIrACMED S"Of.lor,I rAMrtS A.D OOIIorI CIID.O SIIAIt xA,r A rr0rl .lr Al1A[IIED i �1 �_ O •1 .1 .1GID tllll'G• ii L C B C D L 10.0 P S F ••IMrOYTA X7 •• IU..1]x A [D•, rI Ixl{ nr 51G. Io IIII IM51Al1 AIInM [D.I. ACIO.. AIr"l r.GI.S"t L P 1 N E — ..[.n,tY4DI SIGI: A.r IA11 ort IO AD1lD lot T B C L L 0- 0 PSF 1 .OSs I■ C..C;...C,, YIID I•I: M fArr1CAI"G IL.DIIrD. Sill r•IYa. IY"AII Irar..A.mnusst,. S IDI SIG. Co.. u.11S .1111 .rrlltA.l1 r.O,ISIOM+Of .DS I.AIIDrAt Dttla. Srl t..1 Al lr,i A.D Irl. ,trlMf ,• .' TOT LD 37 O PSF A"xA01 pAll...0 S. ADC lO qO IY. Cr1I.S1 'AN Sit,. ,•rN 'All W "uss A.O. ants, OIM[.x,[ IDr Al10 D. Ix1{ Dl +la.,rDal10.r1•D..41 IrDA •f. • ��O .� �7�ok L'O IIIC[rdr rlUauCl,. rI1G , I.,rECI". W low$%rOl1 DYED Af UI OnA11 Or •f. A.ar„yr Irll ron>' tit., , tut n. I,II] R • DIJR .FAC. 1 .25 8 D.,Y1.O uUlu lit AAIMADC1 Dr r.01[SSIO. AI I.O IOf "I.a asHIH LIt IIf {Dl sr r0. Iul cuss [IxVDYt.1 A •....�.••• �. 1 450 M.1"W. mvcM s1 DxM nn un I•ulllf n.D .,r w nns cn.w..ru roe A.1 .un D..... ...... ......{LptI1 Dr nu S �A II.krCYT, FI. ]AM ru IID"f. 1U[SlfrL. rU ,M{I/I r11]rr..,. �`�^l/N�l �- SPACING 24.0" Scale m.3125"/Ft. REF RO81-- 47024 DATE 10/10/03 DRW UCUSR08t 04345ACO NC-ENG JWC/WPF 1196 _SEQN- FROM WEW _ JREF- 1S6W081_Z16 1 r al:nr.7.5119 1 77119A_R ( 1 • All ) Top chord 2x4 SP 92 N Boll chord 2x4 SP #2 N Webs 2x4 SP Y3 Deflection meets L/360 live and L/240 total load. 100 mph wind, 20.34 ft mean hyt, SBC. ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC OL = 5.0 psf. A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 4X6�5 4X6� l�o-o 1.4.0 1 11-0-0 _I— __ 3-4-0 Over 2 Supports 11=919 U=500 W=3.5' Design Crit: TP1 STD 18. )LT TYP. Wave TPI — WARNING— INUSSIS ■foal■[ (.I.(.[ VIf IN IAR■ICAlION. NAMING. II111Il.D. INSIAI11■L AND BIKING. Ctl1 ll01YGC0 AI IrI (I.USS IIAII I......s". IE too. 11DI s0■, YI 11/H1 u0 YItA IY0o0 LU)f CW411 O! A.[■ICA.l1/1r1 FD■ SAI[I1 r■.Ilcls PRIOR ID 11■rO.FIUG lY[S( rUNCi10NS u.LISSI SIRO 111111 IIAtl r■OIf .11 AII.CllIG s1NUCIU•Al IA.111 AND 10110. CIIU■D M'All 1—t A 1.GI[■I[ .IIACII[[pG. I.SII A tort e1 INIs Of SIW 10 IU( IYSIAII.110/ COII■ACID■. url Nl fNn L1f■(D I+OWCIf. LC, puU +DI ■[ .f f10N 11■IL IOI ... PI r1 •IIDY I.a. IIIIS DfslcN: A.1 IA11 U.r In Still Ill( CG0.TAN7•• I NC 1+uss n I.. -.IF M. III: OR f.ulCAII.e. nANDu.c, sn llrl■c. I Suu u0 [out n0 m uusst t. .1 AIll.1 D I'll. ALrIN( OL 51G• CD.1 OI Mt Yllrl •llllCA■II I......... er ..1 LIA IIe.AL Ol SIG. srlC. G. cO.apDI Il Alrt A.r .ADI ar !O/In/1fcA IY.nr H.l AS.. e.fl GNA.f ..160 1Y, Nrn,sl ten. rH An11 7�ALP IIAIIS 10 I.CII r.c[ W Huss A+n. UYU lS OOIt NYI t1 I11Alro DN I.H Or 51G., IOtIIIDN I[■ D.A.M..1 1.0••r. •.1 1.111 CrlDIOTIll11a110.10 NI III S11Alll[.N.frrA sIAI 0■ I.I1 FJI ",ccr."PfO(IUC1I. �IIC. R 1950 Atulq IAIv■ I I.t10 C17, P1. 3741 ci r-surd AIGI-i Nlim 1567 D.A. un nou:ll■ Acn ru.cr of r. or rsslo•Al uau[o ter, ns.un un nr sertu rm IIn nuu CO.IGAINI DIM. IllDY■ IN( lullANltlll AND us'. el 141! Co.10N1 .1 fo■ A.♦ NUII oIk 11 IN( .I lIDNtI■11111 0/ IN' NUIIDt.D DILIG.f. II■ A+SIr111 1 SIC. I. _ 11- 4A4 `-j _ R=861 U-430 W=3.5' Y:1 ••• •Q j.•., Jq• 2 T •,• F 0`r •• 1OR11D. �� .TUALEa� FL 1 TC LL TC OL BC DL BC LL TOT.LD. DUR.FAC. SPACING R 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 24.0. Scale—.3125" Ft. REF RO81- - 47025 DATE 08/13/03 DRW IlcusROal 04�45ACC HC ENG JEC/WPF SEON- 44340 _ FROM WEW JREF- 1S5A081_Z34 1 fop chord 2x4 SP #2 N Sot chord 2x4 SP #2 11 Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. t 4X6= 100 mph wind. 19.84 ft mean h9t, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC OL = 5.0 psf. A rigid ceiling or continuous lateral bracing at 24' U.C. Must be properly attached to the bottom chord. 4 H6 4 X 4 (A2) _ .%-) "* 11=919 U=500 W=3.5' -0-0 5-4-0 3-4-0 Over 2 Supports PLT TYP. Wave TPI Design Crit: TP! STD 18 --WARNING-- TRUSS[,'miliL (.I.[ML C..[ III rARRICAll0M, IU.Rot IMD. SIIIPPING, IN]IAII ING AMU DRACING. .Lr I. 10 ", I"00 (Run 0 1.. co-olif NI SAr(I1 IRI0RIU 11n.1. 'U.t191tO .I III (uuSS r[AI( I.SII(UI(, sp o•OMOr.10 Do.. Sum 190. n10150.. YI S1r111 AND MICA (WOOD IMUSS CW.CIL 0r AM .IC.. 6100 tu11... 1SI L.. nAn1500, WI Sl/l1) 10. 5.1111 r.AC11CL5 PRIOR 10 "FORMING ORMING I- F S[ fU.Cf1O.S U.If SS OIIII RWIfI 1NDIc•If O. III, C...o 511AI1 OAP[ V.0•(.te AIIACIlfD 5INYc1U.A1 rues AND R.,,- C.O.D LI.11 11Ar1 A norm• A11.C11L0 RIGID [[IIING, ••IMPORTANT•• IUR.ISII A Carl Or 11114 GL aIGN l0 111I IOf•lI AIIOt CONLACIot. Url.l LCIYIIR[ ALPINE IRUSSCI. CO.r0.r4.C111Y W11rI:[Sra SO.IrA.RIfAl1 G rMAlIOl1NG s.IIPFIOc 'INSIAttIGG1(rP�CI�f, 01,1IU\515 --� orslw cour0.ns W1111 APPUM.LL 1ROrISIUP% on Not (MAIIONAt D[a1GM S.rC, 0r .,.,At AND 111. Atr nt cnR.r[IOR rl.IrS A.r 140[ 01 l0/10/IrW IY,Y/]/RI ASIn .GSI c.Aol •n/iD IY. r/U,SI 0•t r, 11r11. AMrll LAYS 10 1.1. Act .f IN. ARD. V.-it.) LOIYfIYISI IOLAI(0 0. 1NIS DC 510.. /OSI rInR rr. nR AYINff IADA •/. 7phic En IIICUo(11°fOtilIC13, 111G. A.1 Iu5rICIloo o1 rlll(S IOLI(w1O Rr Il) SnVt 21 11. AN.Iol At GI 11.1.7.Or tic.]. A SI AI o. uns a O.AY1.0 tMOICAI(t AccIrlA.c/ UI r.0r(SSII.OI.LI.I.G RI 1rn.tIR 11111 Sol 111 rn. 11IL 1.U11 (onto Nl NI 1950?`=Dd%* O1 ]ILR POW.. Inl SUIINnI1r UO Y51 W In13la1%N.G fo. 41 .Y 1101.0 It INI RI SrONH.1IIU d 1111 I lion City. PL 73144 unto uc DI]mn• PI. A.SI/v1 1 wc. la r.,Nr n• d Awha011001567 _ 9-0-0 R-861 U-430 W=3.5' .. Scale .3125" Ft. 1....• f�: TC LL 20.0 PSF REF R081 47026 • TC DL 7.0 PSF DATE 08/13/03 p Z1f Q.iBC DL 10.0 PSF DRW Nc11S11081 04345ACB HC-ENG JEC/WPF .Q BC LL 0.0 PSF 3TA TOT.LD. 37.0 PSF SEON- 44343 D U R F AC 1.25 FROM WEW ��NIQ� Eat . . SPACING _ 24.0' JREF- 1S5AO81_Z34 1 ( 65467-5U5 / 2289A,8 ( ) A7G ) Top chord 2x4 SP Q2 N BoL chord 2x4 SP 62 11 Webs 2x4 SP Q3 p1 hip supports 7-0-0 jacks with no webs. DeflecLion meets L/360 live and L/240 total load. 4X8= 100 mph wind, 19.34 fl. mean hgl, SBC, LNCLOSED Bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind 8C OL 5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 2X4III 4X8= 3X8(81)= JAotos)= 1-o 0 i 7-0-0 1 9-4-0 I 7-0-0 _I 23-4.0 Over 2 Supports R=1781 U=930 W-3.5' )LT TYP. Wave TP1 Design Crit: TPI STD 18. "WARNING •• r.uull .rnuw rnn,U I- I...Ruc•nn.. uA.m uc, Sr IrrlRc, Lsuu uc •+O enc[.c. .fl[R 10 O[tl 1 0] I........ tDMr 0+f .1 Vf(II I.f aAil•110.1. FO.IISIIID ■1 Irl (1RUSS rl l:..1111U11. S+) O'O.OrR10 DA., lUIII raa. MADISO., YI Sl/l/l •.D YICA IYODD I+USS CW.L 11 01 A1RICH. 6 1DO I.II...Ill WD1le., YI $17111 FOR SAI(1I FRACI M S rRIOR to r1.rO.n1.0 I,ILlt IUnr110.S. UR1151 OIIIf AuI Sr I...C.". rap r110.D voll WAIr rROrr RII A11ACn(O SIRUcr11RA1 rA.rIS ARU NOTION CWORD SWAIt IIAV( A rAOr[Rlr •IIAC111 III 010 C1ILI.4. ••INVUWTANT•• IY.n 111 • co:,,, of 11,11 nl Sic. le InF I•sl•1 LA110. CO.I. AC ID.. AI rI R( (.01 •Il•ID ALPINE r.000P3, I+L s1ull •DI .r rO.Sr1I A.I 1l. 1A11a. I.oM uIH OI110+: •. r.IIU•r lO ■Y110 n0 I ■1113 1. C0.r0. WA.C[ YI III Irl. OA lA.AIC•II+O. WA.Dl 1.0, SWIrr1Y0. I.SI •II IRO r...•f I.D 01 I.USSl 1. or SICI CO.rO. M. YIrP Ar........ r.Dlltlnnl Or ROS (RAIIe•A1 Dl tic. SrLC. .I AI1rA1 A•D IF AI rI.f f.DO1C10. r1AI11 •.1 w.Ol 01 Tan 0/IAGA IY,11/S/rl ASIM AAS] CRAG( (01.e lu• 910,ll DAIV. Sn II . Arrtr �I • IU 1a IAC. 1.11 ar O 11 ARU. "11114 OInr.Yl![ IDCV rD o+ P115 Or 11a•, roll non 11. D.AY1.O. 7pinetat Iltttlt:d PfDdUC�3. IIIC. LSrrCllO. Or rA....AJ Or Irll-11*1 11[ ). A SI AIOR1i OR.YIRe LDIG Irt •C........ W LMIS{IeR•l 1.0I.II.A." .r V0+V .11 Ilr SM IIr ID. Ill. I.Un cols a+r■1 I Malt"Ddw of slc0 lnOY.. I'll 1.11.0IIIIr •.0 us( IN hlls rplr0an IOr A+I .UIL01.0 IS ❑11 RT VOR{1.1, 11r IN ❑,I I lino City. FL 33R" .uunl NO otllr,NFA rut ARS111r1 I S(r. 1. FI-C-ire.f. d Aullloirnio. 8 $67 _ R-1723 U=860 W-3.5- t."�'COu,'Y 1 FL 1 R Scale =.3125" Ft. F::,✓ TC LL 20.0 PSF REF R081-- 47027 1eZ 0 5 21 i TC OL 7.0 PSF DATE 08/13/03 * DL 10.0 PSF ORW ncusRoet 04345ncn TAT OF BC LL 0.0 PSF _LTC-ENG JEC/WPF � r'•.�ORIO,a TOT_LD. 31.0 PSF SEON_ 44346 •• ...'r _ .... Ci\ DUR.FAC. 1.25 _FROM WEW s SPACING 24.011 JREF- 1S5AO81_Z34 . 1 65467-51)5 / 2289A,0 A3 ) Top chord 2x4 SP Bl Dense IIoL chord 2x4 SP p2 N Webs 2x4 SP y3 4X4= 110 mph wind, 20.41 fL mean hgt, SDC. ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind DC DL = 5.0 psf. In lieu of rigid ceiling use purlins Lo brace NC @ 24' OC 3X6 (Al) ! 4x4 iAC) e "3 11-8.0 11-8-0 9-10-0 9-6-0 4-0-0 23-4-0 Over 2 Supports j R=923 U=660 W=4' +17-4.12 R-861 U-570 W=4' Design Crit: TPI-1995 STD 5.02 F'Cggl Y:8 FL 1 R - Scale-.3125" Ft. PLT TYP. Wave TPI 9 - '•YARpIYG'• '.'.IIIS■r011I.I rIr.IW LMI 1.rM11CAl10., nAn01LG, SxIrrIOG. IISIAIILc•.nYYAf.IYG• n•••••,C �• .� TC LL 20.0 PSF REF R081 - 47028 .11l. 10 Of,SI I.UIIUI.G coxr0.f.r SAr[Ir I.IO.M.110.1. rU.1111110 .I lrl (I.U.....11 ....IIUI(, S03 • G ` , T^ 0.0005010 ON.. SY111 I00, - ISO., YI S]11.1 .Yp Y1f. IYOUO I. U{S COY.0 11 Of Ax[.ICA. .10a 1.11 •..I SI 1.. n.alSO.. Yl S]/ISI 1" S.I(1/ r1AVI(IS r.IO. 10 11110-IlIG 1ntSI IU.f1IO.S Ynl[Sl a1xl.Y... ..OIfAI[a. T C O L 7.0 PSF DATE 1 0 / 1 0 / 0 3 TO, cx 11 \�I.11 UAI( r.OrL.II AIIAC.110 SI.UCIUYAI r.Y111 ..a .011ax [uO.D 511.11 nA II A r.Or[.LI AII.C1ILD �� .Iclu cn...G 8C DL 10.0 PSF DRW 11cusR0e1 04345ACH ••IMI'ORTAN T•• ruu nn . corr m IYIs onlu m u1( utl.0 An ON cOa ae[Io.. AI rIYI I.cl.11a Ir ALPINE NE •••OVgI{• "` t»All .01 a .IS_I.. l ION ur OIIIAIIpY Lax loll olga.: ..I IAllUll 10 WILo rill BC LL 0_0 PSF HC ENG JWC/WPF I.u{s n co.r0.lu.ft You rrl; o. rAa.ICAIING. Y..ol �Yc, vnrrl.e. Inl.11nc I .un.a of IYUSsts. • TA E O O(flcY [UYr01x1 YIIY .Ir11cA.1L r.OIISIO.l Or .Os I.Allo..l DltlaY fr1c, nI .IAL1 A.D V1. q rl.c '•N. TOT . L.D. 3 7 . 0 P S F S E O N - 1200 'CIO r1.111 A.I rU 01 or ro/I./IfOA IY,x/S/II .tlx Alt] ar AOt .0/.0 1Y. r/1I.S1 oAII, full. Arrl1 r1 .1(t 10 IAf 1I 1'ACr W IIUS{ A.O. U.11 s1 Olill .Ylsl lM.1rU OY 11111 O[1101, rp SIIIY. rl. OYAYI.ni IGOA•/. • P: •• i11C�II 111(CICII(II](41G5,II7G. l.Srlf.110.01 r1AIU IOl1oYlY.• OI S.AII OL rl..Y.Ir a YI Irll•r09r SIr. r A sLAl 0Y Ilnt �Oj�• •. COR1V OUR. FAC. 1 .25 FROM HEW Il ({ O. A.I.r. I.UIf.I(S AC CI rI..CI a r.Orl S{In.AI I11G.1111.1.11 II SIOYS1.IL llr S011lr 10. IIIr I.USl COW n.I II •••• �•GY" (�\ 193o Mr4T UiA p1,ln. sllaY.. IIIf 7Y11..11 I If..o U4101 Ix11 C.xr011YIION All .0 IIDI.G 11111(11 Sr011S l.1111111 IYI �1pNH�•�� SPACING 24.0' JREF- 1S6W081_Z16 14me, Coy. FL AtTa_-._ .un nl.a msien. ru ..tl/vl I ur, r _- 1 ( 65467-5U5 / 2289A.B ( ) - A4 ) lop chord 2x4 SP MI Dense :1-2 2x4 SP 112 N: liut chord 2x4 SP 112 N Webs 2x4 SP #3 I Deflection meets L/240 live and L/180 total load. 4X4= 110 mph wind, 20.41 ft mean h9t, SBC, ENCLOSED bld9, located anywhere In roof, wind TC OL = 5.0 psf, wind BC OL = 5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24' OC 0 T 2-2-3 17-4-12 1 JXb (Al) I-O-o 11-8-0 8-0-0 9-10-0 9 10-0 _I 19-8-0 Over 2 Supports R=799 U=560 W=4' 11-714 U-490 W=4' Design Cri t: TPI 1995 STD 5 0 �,cJ�: COu�� PLT TYP. Wave TPI g 4 FL 1 R ••WAealaG•• I..SSF$ •lalll.l Ills.[ CA.r I. IA..II:Al lax. HA.01 I•G. $111•r1.G, IYSI•II I.G A.o.•ACI•G. TC LL 20.0 PSF .Irl. to .0 SI 1 a7 (eUll alga COl lr o.[.1 S411V laf O.14110.1, ruel lSllLO eI Irl tl.uSs /I AI[ Ixsl`-& Sa, �'••• 7oa, .Aa15o.. .I .....1 •.a .1CA L.Oo LASS W..[II W +.f•I[A. [,oa Llf.r•111 U, T C D L 7 D P S F x.alSa•, .1 S1J1.1 fa• SAI CII r.ACl ll if •.la. ID r[........ ... Sl I"C1..... V.l(SS 01.1..1i[ I•a1CAitV r�s o % 1 Z �� for C.ya f.4 1 IIMI •.orl•lr •IIACH(0 SI•Ucla.q rw. cll A.. [or l Dtl CIIa.a S.MI IIA11 • ••arLl• •Ilacxl .IGIo rt11l.a. : * OL 10.0 PSF ••IMPORTANT•• -o.ts. A cc,, of Ials ot%lG. lu Inc I.SIAIIAIIe. col ..Cla. AllM ruGl.fl.ta �� OF D!` LL Q Q PSF ALPINE ••auYc11. IN SIIAII •OI of .LS•aHILLt fd Axr olYl•11a. roll INIS of SIG •.r IAlIUa 10 ealle IYI i D1 ---� L usf 1. ra YI o.IM.Cr YIIN 1/1: V. IAD.ICAII.e. IU.oll•G, 1111 IrIYa. 1.51 •I IIYL . [.+CIN Ol Lu151s /Phic orsIG. Co•10.11s .1111 Arrllr,Ael• r.o,ISIo.S 41auS [[Arlo.[[ O[Slli• srcC. ■r AI[.AI A.a 1.1. Am .t TOT . L D . 37.0 PSF IU•.[rollol"a. l..nl slrl A1MGr[IeIGO I.. •/nSI GA] 11ttI •••I RI1. lA(p1r+Cl. I.Z •xn, uul (15 olul .Yl1[ IaCAI[0 M nns of Va., roSilloY rl. .MYIun1 IGOA!nccicd111wilols,lno, [s."omo..IIIu.r. n m nn ron_`OUR.FAC. 1 .25 n�.0 nc I.olcAlr% •c IPI-cr m •.a n Sl o.0 I.nulr.. No ss...sM..11 a11MI Inn I.t L,ns l.n..o.1n ' • � rr ---' 1.30M.ky lhiY uI11G. fllaY. tot wll.11unr AND U%1 W Ixl% coxro.ul ION A.1 11uum.a 1S nlr •l1•aHl.11ltr 01 IIIf thics C.y,F1 31lU II.Ilol IIG aISIG.[. r[A A.SI/III I St[. r. S P A C I N G 2 4. 0' Scale-.3125"/Ft. REF R081 - - DATE _47029 10/10/03 DR W HCUSRO81 04345ACP HC-ENG JWC/WPF SEON- 1204 _ FROM WEW _ JREF- 1S6WO81_Z16 1 ( bb4b/-bUb / ZZU9A,U ( Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP p3 A� ) T2 2x4 SP #2 N: The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end All connections Lobe designed by the building designer. A rigid ceiling or continuous lateral bracing at 24' U.C. Must be properly attached to the bottom chord. Deflection meets L/240 live and L/180 total load. LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0' O.C. 4X4(A1) 4X4= 100 mph wind, 20.41 ft mean hgt, SBC. FNCLOSED bldg. located anywhere in roof, wind TC 01. = 5.0 psf, wind BC DL = 5.0 psf. Gable end supports 8' max rake overhang. Refer to drawing GE-001, GE•002, or 876.719 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility of the building designer. t-o-o 11-8-0 8-0-0 9.10-0 9-6-0 0410 19-8-0 Over 2 Supports R=788 U=450 W-4' Note: All Plates Are 2X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 STD 18.2 ••MANNING'• I.Ui%1$ RrOUI.[ rrIRr1D C.A-x[ I■ rAD.ICIIIa.. nun%Iuc, t%Nrlxn. I.sIAt1 ING ARD PRAM.. . [f [R 10 NCtI I OJ (RU Ilo1Ra taw ORI NI s•f Llt INI aIIYlIU11. PlMllsnta .t 1.1 11RU.t II AIr I...s.] D'ORn R10 ON.. Su 11[ I. %401s0., YI sltl.l ARD YfIA (woo INUfS caDxCll or •M(RIC+, ♦IOO tx..liRPRI. n L . Mtoisn.. wl Wisp roN S..... r.•cntts .... la fl.r...... Ill(Sl luxe laRS. UALSss OIUn YIS( Lal Ulr O. ro. [l1D.o )fIAc1 II........... A"Arllra sI.IICIDRAI IARris ANa UDJlal CIIONO SIPIt lust A PROP(RIV AIIACn(O ■Io1D C[II IRO. —IMPORTANT— lwxl sn . Carr or Inn or slcN ro Int In uuAl lo. con+Ac�ON u.ul t.cut(.(n •.OWtrs, 1Rc. luAl. Rol .[ Rl vexflUl fOx A.r or rlA110N 1ROM IOIf nI JIU: ANf NII u+r 10 RUIIO hrt ZpimALP INE LUy 1■ COn O.fu NCf wlnl IPI: e. IA.RICAVI.a. IIANOI IYO. sin lrl x0. LSIAItIxD t R4cl.aOtflca con a.xt wlrn A•PtIclett PROVISION% a .OsIRAIIORAL o.........atAin Aq xAD[ Of to/IN/lcoA SN.N/s11, AS1. Aa.] a. Apf AOr00 (x,1.I CstoIAfu 1•tI er I..1] AND, un its olnCII GCCfCd ih(r(illCll, i11L'. ARV fNLPICllox Of rlAln raunwrn Nr Ill aeArl Rf ru Ann A] Dr lrn root of C]A SSA.pp�' aRA%fl.n 1NDILAIIS Actt PIANCI Of r.a[SSIONAI leant. LO R/t•+Hla%Ifr snl rlt rflN IIx Luis Lw— .I I Yso Marley Nil anw. JOOM.. III( sUlf PRllllt MD Ulf nl Ixn [a%r0.1.I .01 A.f .Y1101+a Is Int •IS—SI.lil" a 1P1 166m Cit7,Fl. 33U4 .unnm ar.m— ((...drum I sJr. I. FLCefullkworAwlamution/367 19-2-12 4X4 (A ) *17-4.12 R=725 U=370 W=4' fC 0u •O 9l'O 1i 1 v9 12 ,w i ATE F ��OR10AG�� D NAL Ea FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.L_D. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0n. Scale—.3125'/Ft. REF RO81-- 47030 DATE 10/10/03 DRW IICUS11081 04345ACM HC-ENG JWC/WPF SEON- 10826 FROM 8TB JREF- 1S6WO81_Z16 1 t Ob4o/'7u9 / eeovR.0 i Top chord 2x4 SP #2 N Rol. chord 2x4 SP #2 N Webs 2x4 SP d3 ) - 01 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) rC from 86 PLF at -1.00 to 86 PLF at 19.67 BC From 4 PLF at -1.00 to 4 PLF al 0.00 BC From 20 PLF at 0.00 to 20 PLF at 19.67 A rigld ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. I MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4 = 110 mph wind, 19.95 fl. mean hgt. SBC, ENCLOSED bldg. located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL - 5.0 psf. the building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. Refer to drawing GE-001, GE-002, or 876,719 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connecllon • and design of these systems are the responsibility of lire building designer. 4X4 (A2) = 4X4 (AC) o 0-0 9-10- 19-8-0 Over 2 Supports R-1136 U-800 W=3.5' Note: All Plates Are 2X4 Except As Shown. TPI R Desi n Crlt: TPI STD 18. PLT TYP. Wave ' "WARNING" rruss(s .IWI.r [+1+(x1 CANT III IAM1.ICIIIG.. u.01 IND. 5YIrrIOG. I.SrAII ING AND INACING. ■(If. 10 .0 SI 1.OJ I.0 II DING CONIO.... SArlI1 INl G..Af 10.1 .'Ill.l ltxl0 VI Irl If NU Sf IIArI ...II IVI(. S.J O'ON01 .10 0+.. suer too, MAGI 30.. YI 11111I All YIU IYDOD l.Uff CDOKII GI A14 n c.. .J00 •IN18 1., .... "Olso.. Y) SJllrl fG. sAI (II ...CIICrl I.... I. r...... Lc IxI SC IY.CIIONS. U4ISS OIII IN sl OpICA I(D. IOI CUOND t1-1 ItArI r..rrtlt A11A[II(D SINUc'1 U.AL P-1. AND 4p11- 111G.. ....1 -11 • r.pr[.lr AIIA[YIG ■Ir.10 Ct II I.G. ••I NVOR TAN I" IUN-., A Coll 01 11115 0[St G. 10 tilt 1.51 All Allot cO.I.A[t0.. AI r1111 L.GINIr.II IN1xA11.01.(SrGN51aI ID. A.1 0(•idle. f+o. IYIf Pr SIG.; A.r rA1l V.1 10 .ullp lu[INYS] "PICIS. IN [040+IA..ICAIING. II.NDIING. S111rrINO. I.SIAII I.G ...A[1+o DI INYSSIs.jVISION AM.l r0.l O..! YIIII APPLICA61t r.0Y1Sln.S Or NOS (NAIIO.AI D(Slr.. SIIC. NI U.r AI A.O fll. 0ONAD1 ../.G I...rI•IIAI(f 10 lA[11 IACI 0! INS ANO, UNl(55 DI.[.YI 51 IOC.If.G.p.I.GA•I. 191lC110. or I[AIIS IDIIOY(G .1 I11 SUA11 .1 r(A ...1. AS VI L n.l GOI 51C.5, A SIAI 0. IMIS 1950 Milky rhu� Ihme Cilr•n, 31844 YL Cm,f"D, DlAtd-imiG. 0347 -- D..YI.n INnir.ns •rctn .ncr m r.m [SslouAl ncr+n u.e la srusuu n. wul. IG+ nn oust cuwpn Nl GI S1G. S.OYN. IIU SVII AO IIIR .NP USr D! Init r&0' .1 rON A.1 OulI D1.G 15 II11 .I Srn.51.❑Ilr VI ❑R /UIIOLG eI SIG.1. II. A.tl/Irl I fir. !. 9-10- +17-4-12 R-1039 U-680 W=3.5' CO - '9;•9 ,5 TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF iTA E O BC LL 0.0 PSF ..�R.�P�\a TOT.LD. 37.0 PSF 10IUAU.�a DUR.FAC. 1.25__ SPACING 24.0" 5-3-3 Scale-.3125"/Ft. REF R081-- 47031 DATE 08/13/03 ORW IICUSR081 04345ACL HC-ENG JEC/WPF SEON- 18753 FROM TSB _ JREF- 1S5A081_Z34 1 k U7,40/-7u7 / LLOHM,U ( 7 / fop chord 2x4 SP QI OCIISe Hot chord 2x4 SP #2 N Webs 2x4 SP #3 :144. W5 2x4 SP 112 N: :lit Bearing Leg 2x4 SP Y3::L1 Stubbed Wedge 2x4 SP #3: Roof overhang supports 2.00 psf soffit load. (A) IX4 g3 IIEM-FIR or better continuous lateral bracing lobe equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support blt erection contractor. In lieu of rigs Deflection meet 0-6.1 k i 4X6 (G1) % 1-0.0 R-816 U=700 W=8' 110 mph wind, 15.00 fl. mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC 01. = 5.0 psf, wind BC OL - 5.0 psf. Right end vertical not exposed to wind pressure. (A) or scab bracing may be used In lieu of CLH bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLU S where shown. Bracing to be same size. species, grade, and 80% length of web member. Attach with 0.128x3' gun nails @ 6' OC. 4X101e- T 2-3-15 2X4=*17.5-14 _IL +9.0-0 0.3.8 III 0-7-8 Over 2 Supports 'j R=769 U-690 W-3.5' PLT TYP. Wave TPI Design Crit: TPI-1995 STD 5 . 03pr, ••YARNING•• INDSStf NEMIR[ frlq HI CA.[ 14 rA..ICAIION. FIANCE INC. Sn IrrING. INSIAIIING AND .r.ICING. IIrIN to O[SI 1 0) I.V Il DIlO to ...... l.11lr IN1 ON,u 110N1. ruOI IS"LV .I Irl (IIUSS rl Al[ INS11rY Il. Sol O ONd aO oL, fullt /00, H+OI SON, YI Sl/I/) YICA (YOOD flue COONC1t OI A"p ICA. 6100 [AIr IlN151 IN. 10 AUDISON. U1 IVIll FOR SAI(Ir IRA[IICL1 f.ION 10 rf if DNI11NG 111[S( fU.f110N5 ull[SS D111L.YIS1 1.01 r..ItU. FOP CHORD SHAII HANf rROrlNlr AIIAC1110 SINUCIDNA. rAN[If AN .OIIOM CHO.0 SHAII HArr . r.O,[.t1 A..ACHl0 RIGID t1It ING. "IM►ORTA N7•• IU..I SII + lDr, nl 11115 n131f.N le 111f IN]IAl1 AlION YI.Al. DR. Al rINt LYf.l N11 Nt0 rlOpuCl:. IIC. SnAl1 Nol .[ NC SrONil/lt ,ON ,.. OUI•IIN 1.- 111.1111K .: A., IAlluNl Io IF IID 1.1 ALPINE - rlufs 1• ce.r elHANu Ynn nl: n r,ulu n.D, -.Mm. ]rn.n.D. uflAu uo t N.ACINO 0. uufa s. 1- Of LIEN [e.rWM) YI 111 Ar rl l[ANII r.ONl {IONS M NOS (N+110N Al Of SIG. Sr[C. .1 Al lr•1 AN Ir 1. AI FINE c nNYl C1n. rU lfs Mr HA of Of tO/Iq LGA (U.rI/S/N) ASUI AGS) ONAOF AD/NO IY. N/n.il OA1 r. SItfI, Anl, ILAII[ rN fACN IAf[ a INYf] AND. UNLf SS OIII[NYISI LOWED 0. .111! of SIN. rOS111 Olt rIN O.AYINni 1N4 •l. J �v..� Ine �'.,II[r111cacd rroducis, 111E All, IN]f1111O. O1 IIA11] rO,tn O 01 (11 SHAtI OI r[. +.]t1 A) Dr' Ir11�1o.r if c. 1, • tf.l ON 1HIS rN01I if ION AI 1NGINI[.ING NIfr..Sll 1[111 301 L1r IM 1111 INU 1) CIY,l0.l N1 17 1 M.IIt7 Drift n.AYINO INnICAUS ICIIIIA-11 Or DISIG. S.O... ICI UWA.III., AND OS, 01 OIIS cow.'r.l Is. ,N1 .uII UINf. It Un .I trONS1011111 Or ❑I( II.6xicy. F1, 116U Nu1101NG OWGN1. r!■ NSI/Irl I SEC 1. FL Cmif-t. of Aufhmint. 1567 _ F. COL1 :4 FL 1 R TC LL 20.0 PSF 2 TC DL 7.0 PSF * BC DL 10.0 PSF iTA E BC LL 0.0 PSF �Q PA A* 1O.• ORA TOT. LO. 37.0 PSF DUR . FAC . 1.25 SPACING 24.0" Scale-.25"/Ft. REF RO81-- 47032 _DATE 10/10/03 DRW HCUSR081 04345ACO HC-ENG JWC/WPF _SEON- 1208 FROM WEW _ JREF- 1S614081_Z16 ( 65467-5U5 / 2289A,B ( ) - CIA ) Fop chord 2r.4 SP 12 I'll :T2 2x4 SP 2400f-2.01: iot chord 2x4 SP 12 N WebS 2x4 SP 13 :142, W5 2x4 SP 12 N: W4 7.x6 SP 2400f-2.OE: Rt Bearing Leg 2x4 SP 13::Lt Stubbed Wedge 2x4 SP 13: iPECIAL LOADS -----(LUMBER DUR.fAC.-1.25 / PLAIE UUR.FAC.-I.25) 'C - From 54 PLF at -1.00 to 54 PLF at 20.63 IC From 4 PLF at -1.00 to 4 I'LF at 0.00 C - From 20 PLF at. 0.00 to 20 PLF at 20.63' 'C 714 LB Conc. Load at 20.33 he bill lding designer is responsible for the design o eIIIng diaphragms, gable end shear walls, and slrppor hear walls must provide continuous lateral resl.raint ,I1 connections to be designed by the building design Member to be laterally braced for horizontal wind I ystem to be designed and furnished by others. efer to drawing GE-001, GE-002. or 676,719 for stud racing details. Gable end has been designed to trans ,Ind loads Into the roof and celllog diaphragms. Conn f these systems are the responsibility of the bulldl rigid ceiling or continuous lateral bracing at 24' roperly attached to the bottom chord. eflection meets L/240 live and L/180 total load 0-6.1 J- T 4X6(G1) WN 1.0.0 100 mph wind. IS.00 it mean h9t. SBC. ENCLOSED bldg. located anywhere In roof, wind IC UL - 5.0 psf. wind OC OL - 5.0 psf. Right end vertical not exposed to wind pressure. Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.20• due to live load nod 0.01' due to dead load. 4 X8= 0-7-8 Over 2 Supports R=812 U-510 W=8' 4X4= T 1-10-0 4X4111+17-5-14 +9-0-0 0-3.8 R=1487 U=800 W=3.5' Note: All Plates Are 2X4 Except As Shown. -�A, s f C Qu Ft. PLT TYP. Wave TPI Design Crit: TPI-1995 STD 18.2 :1 FL 1 R Scale -.25" ••YANKING•• t,oSSIIUrwu,( trourl( C..1 1■ IAVIcA11Y.. ...nll.G, SNIrr1.G. 1..1At11.o Uo 211-1 . ••.•V� TC LL 20.0 PSF REF RO81 -_ 47033 +rl/. to +C 11 1-0] Uoll of+o Cava+1 +1 1.1f1r IR WM.IIn.I, rWll4ll0 +r Irl I..US$ r1A1L I•.11lUlr. S+l SMCA I.uSS COo.CII 0! AUN A. .000 I,Il.r+I SI l+. o'a+or,lo o+ . Su111 1 1111 -A, +I S)/lSl •.0 l... M.olco+, n s.trm ro, surer r,Aulas .uo. 10 ru1n,M1.G 1YIst rn.ulos u.uv on,rrYlsl umc•no. ` TC OL 7 PSF DATE 10/ 10/03 tar Coon 311AII M 1 I+olL.lr AllAV.1. Inuit IU+.t -Itl Ano °all. c...o dull NA.t A Rarr+lr A11ACM10 �� .0 ° BC DL 10.0 PSF DRW IICUSROBI 04345ACR ••Iw►ON MNi•• ru .,.. corr w nns onto+ w un 1•sun.n o+ w.1, ACIa. AI rIN[ ..nr...... Nf ruS.oYSon t la+ A.1 or/lAllo. rIM 1Y1. a(SIGN: ANY fAILU.I 10 SURD 141 ' • B C L L 0.0 P S F H C -EKG J W C / W P F I NE /Engincered I,o00015. I.c. SMAtt .01 INo.$ 1.CUYi0+14.C. WI, 1r1: o. IUKICw11,G, 14 Y°1 I.c. Lglll.n. 1..1Att1.G . +.Ac1.o N I,Y511l. STATE n(SIG, COI1fW111S Yrlu •M ICA+II r+o•ISIONS 0/ .nS I..lill- nlsl.. Srlc. .1 A'.r.) ... 1r1. •1r1Yr ; TOT D 37.0 PSF SEON- 10833 Co.Yf ""IU"'A.f NAm al lof1or16GA 111.•/S/•1 A1,111 At\l GAAnI 4offa I., tr11.t) GAL I. snf'-11r1.IIS 10 t.C11 IACI Of I.USSA.D. U.IISS0111tionSt 1oCA11a o+ INIS ofSIGN. IUS1110, Ir+ n. AY 1.Gs 1- f..\tr . L . 1. A SIAI a. INISl'rodurARI ••�oA• O •• `� l FROM BTB s,lnc• n..Gnf. 1.o1u n AClfr1•+G W r.GllS\1n41 I,f.Lrf.1.G GIp0151.1t11• .ollll fW 111[ I+G53 Coro.ftl OUR .FAC. .25 6 65467.5115 / 2289A.11 t l - C2 Top chord 2x4 SP Q2 N :T2 2x4 SP ff1 Dense: [lot chord 2x4 SP 92 N Webs 2x4 SP #3 :W2 2x4 SP Q2 N: :Lt Stubbed Wedge 2x4 SP g3: (A) or scab bracing may be used In lieu of CLB bracing. substilule (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% lengLh of web member. Attach with 0.128x3" gun nails @ 6' OC. In lieu of rigs Deflection meet SHIM 10 SOLID 0-6-1 li ool 16-11-8 Over 2 Supports 11-683 U=650 W=8' 110 mph wind, 15.00 ft mean hgt, SRC. ENCLOSED bldg. not located within 4.50 ft from roof edge. wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. Roof overhang supports 2.00 psf soffit 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 Lo a suitable support. by erection contractor. 0-3-15 4X610� _L �- 17.6-6 0.3-8 r7 R=630 U-580 W=3' r- COt +9.0.0 5.0 ��••''• 6 FL 1 R - Scale 8.31zb" rc. PLT TYP. Wave TP1 Oesi n Crit: TPI 1995 STD --WARNING-- INUSSES NIaUI.E IVIRIK CAN[ 1. MN11[Alla", uA1pTITO. SNIIrI.O. INSIML I"G ... $'ACTTTO. IY.II SutO Or III (1.US$ It A11 INSTITUTE. $0.1 G T C L L 20. 0 P S F R E F R 0 8 1-- 47034 ■!!fR TO fE1I I D1 (. UI101"a CD1TI1"111 Will 111 O.TUIIONI. D'Y.nr"10 ON., SUIII l00, A. SON. YI S1. HI ..D YI C.. LmO cuss [o..[II Or AM 11[A. dim a EOW%[ I.. • lO. •i T C DL 7.0 P S F DATE 1 0 / 1 0 / 0 3 Tu01 s0 N, .1 f1/1s1 109 1;1tTL I.ACTI[Is IN - 10 tilt O".I1c IriL S[ lUNCTIDNI. 1T NIItS OT.r.Vl sl '"MCA"."'. VAN., AII.CIIID i 0 1. --- TOP [TTO"0 l..11 HAVE I1OIL"n A11Ar11C0 sr RUc1D"AL /A.E1S DOIIOr" CIIDRO su All nA1! A I10rIRl♦ ..G]. CIIIING. "� BC DL 10.0 PSF DRW r/cusaaei 04345ACS -IMPORTANT- IU.NIt. A [CIr Or r.15 D[SICN T• 11ir I.tTAIIA11D1 C.NI1nc101T. AII1.1 r.alnll"10 101 .1 NrfIO"slNll To. ARr Ol.IAllO. 1.D. 1111, UISIGY: ANr fA"", RUIIO 1„[ TA E OF O C L L 0 .0 P S F H C E R G J W C/ W P F ALPINE r•IT S, T.C. STull N.I.O 1■ass 11 [ONr ONrM.f[ VI1. rll; O. MOIC.TTNG, VAN0T 110, suilr 1. IYSIAITINO N R.AC IHasa t. • •� o111aN TONE O".s VIIY AIIIICAS I INONISIN.S Or ADS (•AT1o"AI ;1"Off SI1 C. 0/ AI LIA, A.n T.I. A111N( [SAN"'ON r..... A.[ 1,Au[ a TDn1n.cA I..Nfsrn A1I. Ad" rJml .DrAo rv..rN.sl Dur, snn. .L1r LORI�P' �k' T D T L D 3 7 0 P S F S E D N 10005 - Il.Il3 IN LAC. TACO or !Russ AND, Y.I ISS OIUI r.ISI IOCA IRO O. TITTs ar Sla", IOSI110N Ili A. 111.3 IND.•I. ANY ISS1[ErION Or rlAlrS IMto.ID.r T4 s.A11 ■1 IIR AYNIr .101 I111•,007 t[C.1. . i1. ON 11115 •.. •' ..._.. • \ DUR.FAC. 1.25 FROM WEW P ineEll inaredNaduw,lnc. 19$0 MNI�DII," I Lilo CaT, FL I161/ FL Cende.le of Atil-0 Rim f 567 P.A.I.G INDICAIrS ACCVIAIQ TH n0)ISSIo.At INc11Ll"INc "1 SIONSIpll 111 soon 10" 111r Mss CowlO.ta USE Or 1.IS ITTAWO"INT rot AN1 RYIIOING IS lU1 ■-PONSINI1111 IN rnl DrsIG" SraVS, IRE WIIAOIl11I W. ■uu Dl lc mvc"t. n. AN sl nrl T tr[. I. w, q ' d•at SPACING '-' 24.0" --- JREF - 1 S6W081_Z 6 2 65467-5U5 / 2269A.4 ( ) - C3 ) Top chord 2x4 SP Q2 N Bot chord 2x4 SP Q2 11 Webs 2x4 SP 1/3 :M8 2x4 SP #2 N: Refer to drawing GE-003 or lIC26294035 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility of the building designer. Deflection meets L/240 live and L/180 total load 4X4 (B1) R-77 PLF W=16-8-0 Right end vertical not designed I.o be exposed to wind pressure. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. in lieu of rigid ceiling use purlins to brace BC @ 24' UC 16-8-0 Over Continuous Support _l 9.0.0 _ Note: All Plates Are 2X4 Except As Shown. PLT TYP. Wave TPi Design Cr TPI-1995 STD 5.02 5 f:C 0 Y:1 FL 1 R Scale—.3125" Ft. 1 ••MARRIR6•• OUSSts R[D111.[ r11.1N[ cA.f 1. IA..IrAlla., UARDII.a. t"I/.I.a. I.tlAlllea A.D .RACING. •111. 10 .ftl 1-at I.UILO1.O [Wlroaet sA1ln LI0Rru11O.1. r1Ul1114O 11 Irl 11R11111L.l1 IYSIIIUIC. 11] D'0ryr... SO. 1[ lO0. .ADISOR. YI SI,IfI ARp AGO IRUSS I0U.t 11 DI -[.ILA. RJOO I.1l .rR1 Sl 1.. Iu01fa., DI SN lt) IW SArllr rR•[IIarS ra o. 10 rL. ror"La bll tl rPe[1 ION. U.1llf alO[."IS[ IeDICAII D. for CpD.D tll•11 Nrl rROr r,.tr •11 AcurD SI.uC1uRAl rA.fls A.D R01 Ion COORp stun uAa A rRor[Rtl AIIACIIID .IaID rti11.O. `• 4_ �`^ v • /�• 2 i •;•V� • T C L L TC OL BC DL 20.0 0 7.0 10.0 P S F PSF PSF R E F R 0 8 1-- 47035 _ DATE 10/10/03 --• •-• — DRW ucUSR08l 04345ACO A L P I N E ineL'n iueeredFloducle,hce. it S 1950 AIrdeT Dlir. Ham Cir.PL 31i••_ _ "IMPORTANT•• IU.e11U A tort or IRIS Di SIG■ to I.1 I.SIAl ullo• C0.1.•C10.. Alrl.[ 1.01e1 I RID r.OUDCIS. I.c. sl1Al1 .ol .[ ■r S10.s1.11 1 N +rr Drr1A11 a. IAO. In11 O1 tla.; +.f lAlto.f ID .U110 lilt r.U11 ,. CO.lala.Cr Willi Irl: a. IAR.ICAII.a. nA.Ullra, fnlrrl.n, I.S1.111.0 ...Ar1.D w I.Il,tlt. al sic. ca.rans unn •rru wu norl sloe or .Os I.+n o•u of 11c. srn. .r Al ar•1 .eo ul. •1rut .c 0ea tla.'I.lit A.1 "A D[ W f011ar 1YW IU,", sr., Af 1. •Bt rJ wl A01.0 Ill. .,D.11 OAI r, s1111. A.11r runt 10 ulll rACt 01 LIIt3 •.n. U.11 Ss 011l[IYISf IOU I1O DR lull .[,Sri. r0s111M rl■ D.AYI .aI IWA•I- A, o. hilt •n LtrrtAla■ m rultt Iouano.. ul tu.n RI rl. •urt ., m nu root ur.s. . ;I- YRA"I.a I.0 I[A111 •Cal rlA.tr Of /.On ttiae+t l.al.rl rlea .l tr nesl■Il nr s01 llr lOr lnl I.att folvO.r.1 ort ... sDO lilt sull..Itlll AeD listOr llllt co.vo.l.l lo. r MIDI- It lal •I trynsla{Ilr al lei Rll ll ol.r. nr slc.l. It. A.S11111 I Sit. 7 TATE O '•, ••F w • L�R�V,• F�' 4\� y i Pf `(`q A. V �\� BC L L TOT.LD. OUR . FAC. •�._ SPAC ING 0. 0 37.0 --- 1 .25 24 .0" P S F PSF �—_ H C- E N G J W C/ W P 1 ^_ SEON- 10009 FROM WEW JREF - 1S6WO81__Z 16 F i bb4U('DU;r / tznvn.n t ul / Top chord 2x4 SP 82 N BoL chord 2x4 SP p2 N Webs 2x4 SP #3 At Slider 2x4 SP #3: BLOCK LENGIII = 2.178' in lieu of rigid ceiling use purlins to brace BC @ 24' OC _L 0-6-3 4X4= 100 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg. located anywhere In roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Roof overhang supports 2.00 psf soffit load. Deflection meets L/240 live and L/180 total load. 1 0-6-+900 3X4 (E3) 4X4 (h:3) iz- 3X6 (E3) III 1.o-o 7-6-0 7-6.0 7-8-0 7-4-0 15-0-0 Over 2 Supports I R-611 U-310 M=8' R-SS7 U=240 Nn4' cJ �-C o �•Y Scale -.375' Ft. TPI Design Crit: TPI-1995 STD 5.02 1 FL 1 R - PLT TYP. Wave ••YAIIYIYG•' IaII+t[, rrwlrt [NIa(n[ aAN[ 1. IANNIf.AIION. IIANIII INC. ,IIIrrINO, IN,IAIIINa AND NNAC1.a. rr[a To NEST 1.03 (.allalNa C'"PoN[.I "IrI• I.r O.I4110N1. IW 11,IIrn .• Irl TIN U,{ rlAl[ INSI IIOII. ,N] ri • A9 • •��•• 20.0 PSF REF RO81- - 47036 . tU1f( ToO. NAo1SON, al al/III AND .I CA (.oaD INU„ COaaC11 DI AMINICA, aloo (altNr.l,( IN. \ o'D.m olo oN., ,+rlsl IDN serer ra.cuuc rN1oN Io rraraxuc rota Iwcnan. uauss axran,[ I.mc•no i ; T C D L 7 0 P $ F DATE 1 D / 1 D / D 3 • NADIseN. v1 rar CNDND slut) IIAI[ TNort■Ir AIIArN(D a1NOCraNA[ rAN(t, AND NOTION [nmlo ,xett .A•r A INortNl• AIIACI �lp� 05 AMID CI II ING. C DL 10.0 PSF ORW Ilcu srtgel 04345AC.T • * ••INVGN TAYI•• fYNnW A Corr a r01S IIII.- Io ICI( uaI •I UIIDN [......la.. AI r1.[ 1.a1Nt1. ANI rAItIIN[ to Du110 IIII •� LL 0.0 PSF HC-ENG JWC/WPF ALPINE ••aaIT[Is. INr. sn•II .ol Ni N1,ro.s1NII raN ,.. ntrl•IIaN INOM IIIIs or+lca; nu+s a conlia—ct van ITT: oN r•onunNc, xuou Nc. unrr na, uuAU INa . u•c lNa m nu ut,. STATE —� AI. Lt WI A•rIIwL( r.oTlslo.s or Nas INAIIDNAt D[,IC. ,rrc. a, At.,A1 '" M.". .. ' tt, S EON - 10013 a(Sla. ra.rDNxs C a. urrl0. rl Alff All NADI of To/I./1{aA (Y,11/S/II NIM AR„ G,0( •O H0 (Y, ./x, SI aAl• AATV � , • 1 T L D 3 7 0 P S F IF. r1AIII to [ACTT IACI m I.IIsI AND. UNIC„ 01TI(N.1 a( loCAlfO .. IIi1S of ,IaN. roallloa rrN DN,.INaa IaOA•r. Ianovla NI ,.AII Nt TIN ANN" A+ m lrnaaat Mr, suT oN Inl, O • ORtOP,,: • FAC. -- 1 — FROM KG$ 1ine�n i.edll du.,,1.1c I g A.' Isrralom or mats In aNA.1aa INolI ,1I1 •r[V leaf W TN OIT S,IONAI Ila �ll.INa N1a1—M-IIr SO— ID• lxt 1.a T. rDA,ON.!I•••••••••��\�i .N (�\ UR. .25 OI ( 65467-5U5 / 2289A,0 ( ) - 02 fop chord 2x4 SP #2 U lot chord 2x4 SP p2 N Webs 2x4 SP Q3 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end All connections to be designed by the building designer. In lieu of rigid ceiling use purlins to brace BC @ 24' OC -L 0-6-3 04 (B1) .1 -0-o I 7 R=78 PLF U-99 PLF W=15-0.0 MX 100 mph wind, 15.00 ft mean hgL, SBC. ENCLOSED bldg, located anywhere in roof, wind TIC DL = 5.0 psf, wind BC DL - 5.0 psf. Roof overhang supports 2.00 psf soffit load. Refer to drawing GE-001, GE-002, or 876,719 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility of the building designer. Deflection meets L/240 live and L/I80 total load -6-0 9A4(U1) = 15-0-0 Over Continuous Support `I I tote: All Plates Are 2X4 Except As Shown. 'LT TYP. Wave TPI Design Crit: TPI-1995 STD 5.0 ••YARNING'• 1.USS1S YIOVINL IYI.t Mt CANI IN rAO.lf•IION, ..A.., I.o. SA Irr11G. INSIAII INo AYD DN.t1Y0 Nfl1■ ID NCSI 1•0] IN DII OI.G rOM...... ...... .....M,IInNI. rU.11 Sn[D .1 ... ........... I1S111Urt. $.S O'OY0I YIO 0.,, SUM 70V. ItAOISON, YI SOilrl AND MICA (Wool) INUSS fWNCl1 Or AMtllf A. 4300 INIr■rl lsl Ia. AOIsa.. III SS/ISI rON SAI[1r INACIICtS PSIO. to Fiat o.Ml Nr litt St IUNCIIONS. UNIISS DIUINYISI IND ICA tI MD. IGI rMO.O Shall r1AVr INOrr N11 AIIACIIID SIIIICIUAAL rAYIIS AND .OIION CIIOND SIIAII 11AN[ A I.OICILI AIIAC.10 .ICIO CIIII.O. •'I MPONTANT- ru.11SM A Call .I IUIS OISIc. to "I la St,t1,110, co-Ar I.N AIFIAI 1.419tlalo A L P I N E IN If CIS. LC. SUAII .01 0L Nl SroMS LlI IOI •1I O/r1A110If f,oM IS Ol sic.: All 1.IlON[ ID 1UIID IIII I NulS IY COP ONINYCT YI IIr Irl; DN fUIICAIINo, tr•.pl lac. S,IVII1c. IYS LIIINo C ■. Af... Of I.Viil 1. Oltic. I01r0NMS YIIO -1 1CA.11 I.O.ISIOYS 0f YD% 1.......1 er sic. Sq C. Rr •r a1A{ up Ill. .VIR C DY.r C. rule ANr Iu01 W 10/Lllfw IY,M/S/[) AS. AISS c:AO1 •D/IO (Y. A/O. SI WU. 31[rl, Alhr AI AIff IQ 11111 1AC1 of 11111 AID. U.I1S1 .- N.1 SI IDEAIIY ON IM IS of Slcn, r011110. rr. DIAYI ADS IAO. •!. 71.t'JI({i.f.red PlGdor lnt. r nw.tno. oI F..... rououco .. III I'A'. n t•1N .N.Ir A� or rrlI toot su .I. A tl Al uY tins 4 OYAMI.c INDICAIra ACC1r1AYr,f Dr rYDrISSIOAAI t.o1 N1 [YIIO .1 srOYslYll III sotllr ION IIrt I,USS C.,r'MI 11 14"I't Ihy U1Iq Ot S.01 So"ll. I, {U11A.It IIr A.0 031 01 INIS COMIOMINI ION 10, .IIIl01NO IS I'll NISraNSINlull Of IMI ILorcf Co. FL 13844 Dun a1.D DIU600 It. A.SI/In I sir. P. 1 0 - +9-0-0 r C CULL .. �l 1 FL - 1 - - R - Scale =.375' Ft. .:G �:;✓ 10. 12 C TC TC BC BC LL 0L OL LL 20.0 7.0 10.0 0.0 PSF PSF PSF PSF REF R081-- 47037 DATE 10/10/03 ORW HCUSR081 0434SACII HC-ENG JWC/WPF L ( 65467-51.15 / 2289A,D ( ) - E2 ) Top chord 2x4 SP #2 N 8oL chord 2x4 SP #2 N Webs 2x4 SP #3 DeflecLion meets L/240 live and L/180 toLal load. 4X6 4X4Ea 2 X 4 III 2 X 4 III 100 mph wind, 15.00 ft mean h9t, SOC, ENCLOSED bldg. located anywhere in roof, wind TC OL = 5.0 psf, wind I3C OL - 5.0 Psf. In lieu of rigid ceiling use purlins Lo brace DC @ 24" OC 7 t-o-o 1-012 4-8-0 I 4-8-0 _I 9-4-0 Over 2 Supports 11-399 U=210 W=3.5r R=399 U=210 W=3.5' T 1-4.3 -+_12.4.0 1 Scale -.375" Ft. PLT TYP. Wave TP1 Design Crtt: TP1 1995 STD 5.02cfCo�� 2 FL 1 R - • ••MANNING•• I.USfrs .FWI11 I.Trr.[ C.aC 1■ r•pIr.110r, a .Dll\o. ,.11111 0, I.S.All1.0 ..D oaAC.M. .[SI 1.O] c ....f .1 S./I I! 1.10.M.ilorl. ru.11sll...! ..1 IIaUSl rl .l[ I.Slllul(, ,.1 ,� . • •G '• 20 .0 PSF REF RO81- - 47038 all la 10 IDUIl0", fuDlf O., YI s1)INI .r0 MICA IYD00 1■US, cW.0 ll 01 .M .IC•. 0100 l.11.r.l Sl l.. �� F 9 1 0 1 0 0 3 0.0.01 a10 oa., ,U111 l00. 'a. ra.C11C1S r.1. 10 rlarOr .G IMF fU.C11.X O tF%% 01nra.1,1 Ir01C..1: ; • T C D L 7 .0 P S F DATE / / M•DISO., .1 Svl+l SAlllr 101 C110.o Hull Ili![ I. art rll AI1.[II[0 SI.YC IUi.I IA.LIs •.D .05 C110.0 ill•ll lull A ra0rl ltr .11A(I 1.1 0 O� •. '101D [(III.D• C OL 10.0 PSF DRW IICIISRoe( 04345AC9 * ••INNONTANT•• IYra fO. Cor. M 1011 O[H0. ID Iql P,1 AI U110. CO.I..CIO.. Gall[ UO1 \[I rl 10 ■U IlO ❑q : .:. LL 0.0 PSF HC -ENG JWC/WPF ALPINE •aaouClf. IrC. fll.11 r01 .f rr,rD.S UIf !Orfrow 101, O(tIC.: .\r I.Il llr( IrUSS 1. COIr OaN..C1 Y11■ Irl; 0. (AI.ICAllaO. .•IDLING, fullrl.c, ItlIAl11.0 i P.Cl. W flu StL 1. ir.l •.O Irl .lrl l( STATE Or SIG. 10.r0..1 YllU ArII.C..11 r.0l1 S10\! q .oi 1\.IIOr.I Ol ilO. ,.[[. .• Al ASIN A.fi G.AD[ •./f0 IY• l/11.,) 0•Ir. f1C11. A/a 1 T 3 7 . 0 P S F S E 0 N - 10021 In.[II CON.tCION rl All7 Of MADE CI r0/ID/I\r•• 1..o/s/rl Il illf 10 I.CN (ACC 01 I. Y,S A\D. U.1Iff 01111 NYlfl IOl AlCO O■ IMIt Of SILT. 1.5111.0 rl. Or•YI\G, 'ell A -At 0 1O ri SO IIICtfG(I PIodUCq, IGC. 6 - _ "•1•'r([fi0' al gAlli 1011 O.r0 OY 111 HI•Il .1 II■ u\1r ,] of Irll•rWr sr[. ,, . lI AI U.At o...... Ir01CAlIS AC[r11/\CI Or rl Orlfll0.•L Ir41 .11.1.E •t Sro.[1.11 III f01[lI rot IIII Ir1151 Canl0" rl •' \ UR.FAC. 1 .25 FROM r L ( 65467.5U5 / 2289A.B ( ) E1 ) lop chord 2x4 SP 02 N Bot chord 2x4 Sil #2 N Webs 2x4 SP #3 Refer to drawing GE-001, GE•002, or 876.719 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility or the building designer. Deflection meets L/240 live and L/180 total load. T 1-4.3 _- 4X4� 4-8-0 4-8.0 I-9-4-0 Over Continuous Support -� R-86 PLF U-129 PLF W=9.4-0 1.0-0 100 mph wind, 15.00 ft mean hgt, SBC. ENCLOSED bldg. located anywhere in roof, wind 1C DL = 5.0 psf, wind BC DL = 5.0 psf. 111e building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. In lieu of rigid ceiling use purlills to brace BC @ 24' OC Fasten rated sheathing to one face of this frame. Note: All Plates Are 2X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 STD 5.02 "MARIII RO" IAIISS(S .I ODnr ![I■rlu CA.r 1. I"1111AIIO.. n•xDl 1... 5111111.a. 1.[IAll na Anil nxACI.a. x (FI. 10 .[SI 1 aJ (null[wvO.I.I SA1 , In nn"1110.1. ru01 ISII(D fy 111 (I.YSS FIA1( I.Sltlull. S.J D.D.Orxlo 0f . SUIT[ 2.0, IUD1S0., Yl s111+1 AYO YICA 11o00 If u11 10111II 01 1111A. fl0a 1■Ir Vxl sl l., xA01 Sn., vl S3 )1+) rot SArl ly 1■AC IICCS r.l0x la rn rO.xl.a lilts( IU.0 110.1. unl t tS ...nv1 t/ I+OICA1r0. l.r C110.0 S'Wl "A"I "Orr.l1 .1111WO Slracl"Al r•.ItS AM SO— C.O.O S.•IC MA1( A 1.011.11 •IIACIItD x16I0 crlll.a. "IMDORTAMI" ....Is" A Corr ar I.IS DISIa. 10 Inl 1.31•ll AI10. Cou 4[rW. •111+( nal+[nrD ALPINE +xawCl]. Lf, lWl. ... .[ RA....... lox •.y DlylAllp. 1■OM MIS OL[IGn: A.. IAlia.r rn .011a Olr 1■uSs 1. COnr O.-.tr Yllx Irl; 0. ♦.Y.ICAll.. uA.OI1". A11rr 1.a, IxflAlll.c ( "AC IAa d Ixa sSl S. II SIa. .......S .... ...I Ir•.t( Ix 011ffont of nos I.•Ilo..l DI s�W S11 [. f1 AI.rAI •+D 111. AIInf cO.+r[I n11 r(AI(s A.[ xAOI w r0/1./if0• IY,x/1/.1 •%,. •CSJ DAADI .0/.0 1.. r1.,t1 Wlr, t1(r1. •s111 r1A1(l 10 (ACII rACt "LOSS A.O. Y.1 Its n1111rv111 lOC•Il0 a. Ix15 O(slo., IOIIIIaY rl. 0x•v l.of IfDA 1. Ille tJl IIIKICd PIOt1UCIS, bIo. Any rnsrt Clio. DF runs IOn DY(O .1 Ill tool .t rl. A... AJ nl un•■001 li` J A tut nx uut P 8 D.AYI.a In0IM I% •CCIFIANIA w r.wlslJaxAt I.al.rl.lxn .[tr n+tLP In till rly In. IOI flats COwo.rn 1950 maltq(iri" 0(tla. lllnv., tar SDIIAf I1111 •nD asr nF 101s rew0.r .1 IH An, .111101 .0 IS Ixr nls...t n1.... YI ❑Il IIAiw0y.FL 37L4 funol.a 01SI"r. r(a A.S11nl 1 sic r FL r nld..n dAudaizz im 1 567 I 1.4-3 12 4 0 i FT +- 'T :1 0R1VP: \� IONAL 1 FL 1 R - 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 24.0" Scale-.375"/Ft. REF RO81-- 47039 DATE 10/10/03 DRW 11CUSR081 04345ACG IIC-ENG JWC/WPF SEON- 10025 FROM SO _ JREF- 1S6W081_Z16 0, ( b54t)/']115 / /eb9A•U ( 1 rG J lop chord 2x4 SP #2 N But chord 2x4 SP Q2 N Webs 2x4 SP #3 In lieu of rigid ceiling use purlins to brace BC @ 24" OC Deflection meets L/240 live and L/180 total load. 2 X 4 III 6 "F- 0 2 X 4 III 2X4 (Al) e T 1-7-3 8.0-0 1 2-6-0 over 2 SupporLS R-184 U=200 W=8" R=59 U-200 M IOU mph wiled, 15.00 ft mean hot, SBC, ENCLOSED Bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL - 5.0 psf. �PLT TYP. Wave TPI Design Crit: TPI-1995 STD 5.0 "WARMING I.,ISSCS .r q,l.1 I1101-1 CA91 10 rA..ICAllO., NANDI ING, SHIPPING. I.SIAIII.G An ..Ar1.0. I .flfa IO SCSI 1•03 PWIIDI.G Ce Oor.r s•rllr IYr ON-10Y1. PWLItWED It IrI II.OSS PIArr I.SIIIYII, SO] D'DYel Y10 0... Sul,[ Zoo. ,AOfSod. YI S]/IS) 100 PICA (WOOD IYUSS c0U.c11 Or •NlYll •, G]OO [NIErPYIsf lY. NADI SOY. YI 1J11{) ... SA11,r .. AC11S'1s rYY[.rOYNl.6 rNl S[ fUxc,:..s. U.lrt Col. YIsr 1:.1C•irD. Ior nio.D Suul n+rr r.ert nr wn•une suuuuul r•Yu{ AYD .o now cWwo su•u n.rl A r.orUlr •n•n¢O u clD un InG. "IMPORTANT" Iu—SO A for, III ,WIS Or SIGN ,o IIN INSIALIA1109 COYIYACIOY. .,PIYf IYollift— ALPINE I.ODYC1:, ,IC. N4lL No, .1 .IS"NSUIt r0. A., UI r1AIl0Y r.OM I,.Is ors GO; .r I•II", l0 oil nu IYUSS �. CO Yr0.,4 Yt[ Yl l,l fPl: 01 1A1%CA,I.. ...01 No MCI. sn lrPl .O, IYSI+I 11.G { IYACI YO M I.USS1,l. DI SIOY coYrOYM{ Y11„ ...1 Ir.•.11 .....SIGs ar YI (.A 110■Al DI {ICY frl C. er •1 .r+) +YO Ire. AI rIYI co. A[C,O. RAr(S •LL r40f M 10/I./1.GA (Y,Y/S/s ASI" •{{l GNAOI AO/.0 (W. E/,1. {I CAI T. snn. APPLY rl Atls ,0 1•CY IACI or Lost AYO. U.l[13 11„1. WI Sf ,.Of•1,,0 0. I.,s NS,cN, rs 1110Y Yr. OY •YIYf.S 1.0••(. 1IIO En I rimed Products. Ill. ANY Isrl Cllo• or YEAH{ IOItoWTO .r III [DAI, .1 /U +ul[ A7 M I.. 1001 {I C. I, • 11 •E O. IOIS p Q O.A"1.0 I.OIC•11[ ACCI r1A.r1 M •.011{s10Y Al 1Y01Y11 .1Y6 Yf Sr0Y 1101, 11, r011lr fp. INI ,IU 1{ f.OMrO.r.l 1 Malley I%IISr DISIGY 1.OW.111,•1 AND." . Or I.I{ ,ewreY/Y1 r01 •Y• Yuu0lY0 IS 1Y1 .r]IOY SIY11Ilr 01 1,11 ILiOW.A. Utuc .IIOI.Y 11 111 F.COQJ :8 FL 1 R Scale -.375" Ft. • •'•.•� ' ;.�/9 TC ILL 20.0 PSF REF R081- - 47040 TC OL 7.0 PSF DATE 10/10/03 * BC DL 10.0 PSF DRW 11CUSR081 04345AC5 BC LL 0.0 PSF HC-ENG JWC/WPF 5TA E F :��Q TOT.LD 37.0 PSF SEON- 10029 �,�OR10•' �� _OUR . FAC . 1.25 FROM KGS NAL E� SPACING 2470- JREF- 1S6W081_Z16 6 65467-5U5 / 2289A 8 f r - Fl fop chord 2x4 SP 82 N [tot chord 2x4 Sit Q2 N Webs 2x4 SP #3 IOU mph wind, 15.00 ft mean h9t., SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind 8C OL = 5.0 psf. 11 REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN Of THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 2X4III 6F- 0 2X4 (Al) = 2X4111 r-o-o 2-6-0 Over Continuous Support 11=93 PLF W=2-6-0 PLT TYP. Wave TPI 1--_ ALPINE pine Gngineoretl Products, InC. I M Mulq Dnw noirNn Ciy. H. 33844 --1- 1-7I.3 A-8-0.0 _L The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. In lieu of rigid ceiling use purlins'to brace BC @ 24' OC Deflection meets L/240 live and L/180 total load. Design Crit: TPi-1995 STO 5.02 •Sf•C�'0/� '•MANNING•• INUSS[S N10Y111 I'-W [A.1 I. r... ITAYfup. WYOILD, LIVri.e. LSlAl11.c A.D OAUNO TC LL 20.0 PSF .III. ID 1Cf1 I.03 f1YllD1.0 c0.ro.[.I IAIIIr IOI OrAu 11D.1. ru111 [Y[D .r Irl II. YSS rlAn I.f 111U 11, 1.] . r n ooer.lo or font rvo. wm so1, vl S]IHI A•0 YI[A (YD00 I.USS COVI[Il DI ANI.ICA, t100 1.11.1.lSt 1.. Dmuvlfl Lofu no. V TC D L 7.0 P S F .Au noN. ul sAnq row sAl ur n.0 lcls rule. to ruro.. nc nrr st fu.r,n oNs UNLESS rANL1s A•0 1nIrM c.e10 stun IIA1r A r.Ort.lr AIIACIICD ,O• ,Z1 IOr [I10.0 SIIA 11 IIA rf r. Yrl.Ir Al1AC.1to [INVf.1 Y.•1 .I.le [I III... BC OIL 1 0.0 P S F '•IMFORiAMT•• lY.ns.. [on of uus otslc• lD Ia I.SuuAna. [0•l.AtlO.. Alrl.t [.cnn• o fv ll V.[ 10 roI1D I ' BC LL 0. D PSF 1. nou S. Ll. Ault .01 a .I Sr0.111n le. ANY DIVIA110N roe. Intl oI )100; A.r I I. cool OP-cl Y11,1 VI: D. IA..ICAIM. uA011l IYG. SDIrr1.0. Irf1A111.0 [ .••CIYc w LYIfI S. ri Mt DESIGN [O.f 0N.5 Y1111 Al.....41 ROr1510.5 Or .OS I.AIIObI U[SIL. SNLC. eY AI VAI A.0 V1. Al DA,r. Sill[. •1r1r �O �•.• • w TOT L.D. 37.0 PSF t0•NICID. 11 AIr3 A•l .A Or .1 r0,1111 OA IY ,./S/rl All. ALSS "Al 1n/10 Ir. o/n.Sl rl AllS 10 IAC11 lACr w I.uf{ A.O. Y.IISf OnU •.I SI let Al(o 0. 11111 DI f1oN, rOf1110o rCN Do AY I.O1 A.Z.1.1e n 1O. •*' ... nurulnr a nAns IonwlD n ul sn•u ■r ru •..[. •� a Irn•rnot trr,e. A sea oN uns ••lO ►i1 OUR . FAC . 1 .25 04-1 No INpIrM CI ACCV IAN!1 w rrMfffle•Al 1N01N1ULC .L SrO•51. 111n lDI11T ID. I.1 Ir.1 CO.roR •1 -- .W.• bmYN. IYI tun A011f rr •YU US, m Illlt fn..0.1a fOr ANY NY not.. It ... ■...... I, , w PI/ .YIlel.e OISI.NI• rt. ANSI/IN 1 SCC. isipNaL Ea S PAC 1 N G 2 4 D' Scale-.375'/Ft. REF R081-- 47041 DATE 10/10/03 DRW 11CUSR091 04345ACB HC-ENG JWC/WPF SEON- 10033 FROM KGS JREF- 1S6WO81_Z16 2 fop chord 2x4 SP #2 H Bot chord 2x4 SP 62 N Webs 2x4 SP p3 In lieu of rigid ceiling use purlins to brace BC @ 24' OC Deflection meets L/240 live and L/180 total load. 2X4111 6 ID 2X4111 2X4(Al ) 2-6.0 Over 2 Supports R-105 U-200 N-8' _I 1.7-3 8.0-0 1 100 mph wind, 15.00 ft mean hgL, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. R=80 LI=200 (J) I Yin 14.1cy t70ti Dlslef SYDYY. 11q so ll•f llll, ••D OS1 M rut\ rdlr e•L •r r0• An •YII O,•n If IY[ ,L1reLsblLllr d SPACING 24.0 " JREF - 1S6WO81_Z 16 1WnI:jC -F1 p>I1f •nn oleo DISIOLL• rrf ew tl I tf e. ]. tl AL FI. Caufkste dAualwialim s yL7 Design Crit: TPI-1995 STD 5.02 Y:2 FL - 1 - - R - Scale - .375" Ft. PLT TYP. Wave TP1 9 ••YAYYIYG•• 1•UtfCt trout,( r•rY["1 [••I IN I•ffl[•IIOY, ll••OLIfO. Slllrrl•e, IYS1•IIIYG •Yo •,•[1•e' .• � TC L L 20.0 P S F R E F R D 8 1-- 3 (65467.5U5 / 2289A,B ( ) II0) fop chord 2x4 SP Q2 N Sot chord 2x4 SP Q2 N Webs 2x4 SP p3 In lieu of rigid ceiling use purlins to brace BC @ 24' OC iipjack supports 6-11-8 setback Jacks with no webs. 0.4-3 T R=360 U=430 W=4.95' 100 mph wind, 19.23 ft mean hgt, SBC, ENCLOSED bldg. located anywhere in roof, wind TC OL - 5.0 psf, wind BC DL - 5.0 psf. Deflection meets L/240 live and L/I80 total load. PROVIDE. (3) 161) NAILS TOE -HAILED AT TOP CHORD. PROVIDE (3) 16D NAILS lOE-NAILED A( BOTTOM CHORD. R-324 U=365 R=232 U=271 1,i-5-o-,+ 9-10-1 Over 3 Supports _I )LT TYP. Wave TPI Design Crit: TPI-1995 STO 6.3 '•NA.NI.O•• I{uSSIS •10111-1 IrI•IIR C•s•1 Ir 1AN11W10.. YAIDII.G. 91nII.0. I.SIAII INC •r0 O•r1•o. .III. to {cSl I OS I...l01.. Coll' Or[•1 S•I 111 I" .1u110tl1. ruel IS. Or 1r1 (IrDSS r1 A11 1.I111o... 5.. P'OY01 I.. SUI Ir zoo. 14D150•. YI s1/111 A•D YICA IY000 cuss COV•CIL of - , [•. LJOO [•Ir •r•1sl l". MADI so •. YI S1115) '04 SAI I IT r.ACI 1f(S 1r1or 1. rnIINH nL Illrsr rusclIO.S. u.11 sl O'Ka.ISI I.n ICAI[D. 10, COOrO dull x 11 r.011.lr AIIAc1110 11.xcIU.AI'•.III A•0 W-- 111..0 SIIA1[ II•rl a r•Or[.lV •IIAfI ■1IS10 C(Il IrO. ••INPOII TANT•• ru•r1so • corr or fins Of SIG" 10 111[ 1.511 1 1.11a" cw n•C ter. •1 rl•1 1"0I•tr. iuiiri: cono.xn.rilY�in n1'raro.+uili•n�c.ii•n�r ��uii.a "allii:i•a�si:i au.irrin��i:cla{iIII) I . .1110. Co., ... I YI III ArrI ICA.II r.nr1s10.3 or .01 1••,10••l OCS10. SrIC. rr Ar•IAI A"u Irl. •I llr{ c0■.t[IOr IIAIII ••1 ZI Of IO/1•/140• (Y.II/r/•I •SIx •{a] L{•01 .0/•0 IY. •/o, SI OAn. ♦1111. •rlai rI AI(a 10 IALu /Act m I.0 SS A"V. U•Ilsa Ofi,l.uls! IOC•Ir0 ." fills or slD., rOt1110• rn or AYl.nS 1{oA•1. 7�ALPINE I3UCd I+nIdIIGs, Inc. A•r l.Srlclio, o1 ItAgl lOIIOMIO 0, 111 Stull ■1 II■ •fin AS oI Irll•1.0I O.AI11.0 POIc•If{ •Ccf •1•rcL 01 lr011 tl10u1 trO.......n •lSro.slrll ll, soM A. 'It null MIO.Ul 1470 MuleT Dllw 01 Sin. sYOYr. Ixl SUI IA.Il 11, •.0 osl or IIIIS faY10.1 •I loll •.1 .VI. DI.n IS IIII •1 sro.sl•Il lr1 er Ix[ I lanlcl Clry. FI. 1.W1 run m.r. ofam•u n• A"SI/III 1 SI,. 1 PI r..,,r m.fww6o6.1m/ 567 _ 3-9.15 17.4-12 s :2 FL 1 R Scale =.375" Ft. s,COL[' .✓ TC LL 20.0 PSF REF R081-- 47043 '; TC DL 7.0 PSF DATE 12/13/04 0. 12 �4 BC DL 10.0 PSF DRW Ilcusnoel o4a4eool T :•� BC LL 0.0 PSF HC-ENG VB/AP ��'• ? ��R��' TOT.LD. 37.0 PSF SEON- 5636 _ • nuR FAC _ 1 .25 FROM JRH 3 ( 65467 5115 / 2289A,B ( ) EJ7 ) Top chord 2x4 SP #2 11 Dot chord 2x4 SP 62 N In lieu of rigid ceiling use purlins Lo brace BC @ 24. OC PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. Itc-31 �7-0-0 Over 3 Supports -� R-331 U=200 W-3.5' 100 mph wind, 19.24 ft mean hgL, SOC, ENCLOSED Bldg, not located within 4.50 ft from roof edge. wind TC DL 5.0 psf, wind DC OL = 5.0 psf. Deflection meets L1240 live and L/180 total load. 20.11.0 R=* 3.10-3 17-4.12 R=7 =200 Design Crit: TPI 1995 STD 5.02 .$ :6 LT TYP. Wave TPI 9 '� FL 1 R - ••VAIIXING•• 1.Uttlt ■f0u1a U1aq "Ar� I. fAaac•Ilow. lu.otl.o. SIII11I.c. INN-Ilw A.D u•n.c. .1 SA111. I.f u.wllo.l. IU.IILIIa FirIrl (f•US3 1l AI( I. .� •9T• TC LL 20.0 PSF ■[f [. ID .CSI 1.O1[DIVD.1 MADI 40., YI AN YICA IYDOD Huss Ca11.0 1I Dt .flu lC•. flop ulup.i it 1.. �I D'DYW IIa a.., sell[ (D0. rw SA"" I.AC11[(S RIO. ID rl ■r u.M LD IlIr S1 ru.CIIO.S. U.ItSS DIDt.YI%l I.DICAI[D. TC DL 7 0 PSF wolSa.. YI Will) lop [IID.O "1 All .,A.. ...... Ir Al lA rll[0 SI.IlC 111.A1 IA.ILI All° .011. VIM SIIAII 11•11 A I ... (.I' •11•[11C0 l°'° «Itlr . BC OL 10.0 PSF ••IMPORTANT•• ru..lsu A Car. a Inls D(slc. la I"f Ins- Aflf. CD.I.A[far •I I.. r.cl.tl.l HDII IYIS Ot Slc.; A.. fAltut ID tullo I'll • BC LL 0 0 PSF ALPINE p.00OC u. I.C. SIIAII .Of Dl .I SIO.L U! toll •.. UI r1A 110. Huss I• c0.fo.wtcl vnn m: °. rga[All.c. Iu.oI1.0, +YIPFI.D, In1ytI.D f .uC1.0 or MIMI. �� O �: O(Slc. C..la.Yt .11.1 •prll[A.1t I.DtIIID.+ Of .D1 I.AIID.At DISIc. IFlc. IT AltrAI AND rr1. AIr1.3 .also f/11. t1 c•1 .. flltl. UIt1 :• T D T L D . 3 7 D P S F [a..1 CID. r1 All3 ML wOl ar (O/U/IccA (Y.11l t/•1 •11M Af tD WOt IY, rl •I11 10 fA[a tAtl Or LUST •.D, Vtl[Ss olul .Y1+[ 11A,: a 0. IT UI 31o., rOs1110. RA DI••1.DS IfDA I. '• / O lO p•� • ` --- •.r lASllulw ur IlAlu IouDY[o or In val Dt ru •..0 As m nn•eoot slc.+. St" "• nns • ,( •.• •..•�..• OUR .FAC. 1.25 ilulill inetredlho(fuUs,lnc. V 8 D.AYI.c I.olcAltt •cua•w or p.mrtslo.A1 r.aurr.l.c ntpa.tuunl soul. r . un uan cafro.nl G\ SSEO(�jAIL 1950 Malty Ork 11.ix.cilc_tt 11N4 DtSIc. SIIDY.. 1111 t111lratlll AND "%I 01 till% CDYIa.ul lot An .111101.o It lilt .1'spYHlal111f a Iat .UIIDI.r: Dfslc.r. rr. A.S1/1+1 I S[[. T SPACING 24 . 0" Scale-.375"/Ft. REF R081-- 47044 DATE 10/10/03 DR W HCUSR081 04345ACK HC-ENG JWC/WPF SEON- 10045 FROM SO _ JREF- 1S6WO81_Z16 K Top chord 2x4 SP U2 N BoL chord 2x4 SP p2 N In lieu of rigid ceiling use purlins Lo brace OC @ 24' OC PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT 00T CHORD. 19.11 U R=l4 2-10.3 17-4.12 R=5 U=200 �_5-0-0 Over 3 Supports R=260 U-200 W=3.5' 100 lnph wind, 18.74 ft mean hgt, SAC, ENCLOSED bldg, not located wiLhln 4.50 fL froin roof edge. wind TC OL = 5.0 psf, wind BC OL = 5.0 psf. Deflection meets L/240 live and L/180 Lotal load. �:•C o /�V R Scale -.375" Ft. PLT TYP. Wave TPI Design Crit: TPI-1995 STD 5.02 •S :3 FL 1 ..WA IHO'• nU]+fS Al,oula ISOIIt[ C/J[ 1■ rA.NI[AIIOtl, .APOIINa. sinlPlNr.. INSMLInc •.0 fNAfnL. : • Q •' ' +-- LL 20.0 P$F REF R081 - - 47045 . rI1N 10 .CSI 1 e] PYl10 .0 C01VOPt.1 WWII IYr oNIUIIDNI, I.OLISYto 91 111 IMSS P.A11 I.StIt0t, SU Huss cou.ul oI Anl. a., f]oo muP.I sl n. Q 9 D•o.on1D nt 1aD..uol+o.. YI w1e1 ••D urcA rv000 1. $Al Ell I 'CC3 PStoN to rnloNDIN,. nil Sr ru.[IION3. UNl[Ss ougNY.+t IN "'a. / ` T C D L 7 D P S F DATE 1 0 / 1 0 / 0 3 1U0ISO". YI S]Elsl lop C11010Slat 11Arl r.D'E.L' AI IACYtD SI.uCrO.AI PANEL] AND Soft" C.Io.0 �S�IAll N,rl A P.OPINII AIIAf YIO O- a0 2 1 PIGID ctJl1N0, BC DL 10.0 PSF DRW 11CUSR081 04745ACE ••INPORTANt" to IfIi A Fort M Illls Of SIaN 10 Ent IPSr •II.InY CeNIN.0 10.. AI PI.f fPnlP[r.ID tPow .NI] ,.. IAIIUNI l0 SUIID tNr C L L 0.0 P S F H C E N G J W C/ W P F ALPINE P.OWCI]. I.[. Sl1All Nol .1 IlflONfl..1 r03 A.r OtPIAt1uN DESIGN: 1NYSf 1• CDPIONIueCI .1.1. tP1: ON r.ONICAIINa, IIA.nII.a. SV1111Na, INS.- S •..c1.G .r nnSSrS. TAT OF DES", CU PI ePIrs Y1111 APPI If ASII rN Or 1f 10.S nE ADS 1.AI10. Al 0[fIGN SII C..r AI.P•l INN IPI .L":i 37.0 P S F S E Q N - 10049 [ON Nr[ION PI ,11] ANI Iu01 or 70/If /I"a IY,II/]/tl ACIN AiS3 G.•OL 10/fo 1V, ./11. "I". Ir Plr _ •� �•� • O T L D 1nei511 P.AIIS 10 FAIN IACI n INU1+ AND, UNLESS Ol.ulll113f leCAl[ON 1111] DESIGN. POSIIIO. PER oPAV INa3 .fa. 1. IN+PICIION 01 Pl,�l3 Ponlnlro.. Ill SYgI tl PI■ ...ID. Al W b11U001 Hf.l, A SI.1 eN Illls Nl IIO •.�Oq •P•\� •C� OURFAC. 1 .25 -- FROM SO II ne��edi+rodllCl$,hu. 163o Mn Drive kI 1130.tl City.FL 31U4 DN•YING MICAIfc A[ctrl"Cl or FROMSIONAI, INa1 NE1 •IPM1 .f 4Pe•+IN II III Snl llr LaP Ittl IPUIS tol.1 Or3la. NIpYN dl LOIIAIEII• ANO n31 O< Ann CONP:!l rot •.1 SU:I.PD .] lYl .IfrO.SIN11.Ir Of tn1 fullol.o PfsIOPE■ Pin A.31/1P1 1 +LC. 1. .•��. Ss� '1u ■'�� 4 L ry SPACING 24 0' JRE F - 1 S6W081_Z 16 Fl. Caldrau d AWha inliln 1361 3 65467-51-15 / 2289A,B ( ) - CJ5A ) I I,1] Un4 ,'M1 [I-M1n C,I IM1Vlr VUrII YICn „rr Y• t, unu� u u,.., ..+•u.•+I +........._- -. ... _._ .... Top chord 2x4 SP Q2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CIIORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT ROT CIIOIJD. _T R- 2 120 11. R=5353 U=I80 2X4(A1) E 5-0-12 N11 �_5-0-0 Over 3 Supports R-196 U=180 W=3.486• 100 mph wind, 19.09 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind 1C OL = 5.0 psf, wind BC DL = 5.0 psf. Deflection meets L/360 live and L/240 total load. 2-10.3 )LT TYP. Wave TPI Design Crit: TPI STD 18. ••YAxxINa•' IIuSSCI ■tauuC (. 1•rM [.•t I. ""'U,1oe. 4A.01 I.0. Sx Vrua, I•SfAll l•a AND .•Arl LLlr• I OI PYIl01.a COw04 •I 1.1 .I IO.I. AM ISO[a.r VI (nuts r1.lf 1•Sl l tuft. IN 0'O.p •lo D.., S-11t (a., ...ISO.. .1 tJllsl A.. 4.0 ry000 MISS cOURII .I .wi •. CA. SsO. [.IOI.... tr n. ""ISO., 41 SSI19) its SAF(1r F•Ac11Cts P.1" Ia r(Rlo.n1•a O4 s( IUer,l tan s. lull ss 01u1.41 s1 uOlcAlf O. nr [wo•D 14A11 .,Art r..r[.Ir .If ACI11Y %I.YC U. rA 1FIS ••0 callow [40.n cull lust . r•Orul• AIUC,IlO .Iola Ct Il1.0. --IMPORTANT** IUe.i Sn . coil Or IYIt nl tla• le 1111 1•Sl Atlnlla• c0.[•ACIW. AI rIR 1•ala l•( ALPINE I•ooYCI S. INC. t4µl ■OI .l •C Ho.31pr r0• ..I 01 .1,11.• non laf et Slc.; •. rA1111.1 1. •VI10 tut IWtt 1• r0.{n.wA.cr 41 M1, V1; 0• IM•1CAII•a. w•ol l.a, tulrrl.a, IYSI AI, I.a I1 e.Ac1.0 01 I•YSSIS. D1 SIW C0.10•ws 411. A.FI IC.. I F•a111101S 01 •os 1.111011L o[SIaY Srl t. .r AI .rAI •YO Irl, a rl•1 c. a lcle• rI AI(t ,.[ M. of OI Cone/IaOA I4,u/f/r1 Al IN AS.J WAa[ .alto I4, yu,Sl OAl •. SIII,. •rrlr FIAnt to IAC4 1A[1 q 1•USS A.-. u•It SS 0IIII.4I%I 10CAI1a .. 101s or31a., r.slllo. 1(e ....nos 160--t. 7pineISII aOCfCli 1'fnd11CI$, Inc. A•,I•trl[I10. 01 rl Ant 1 110.10 er 111 S,IAI, .1 Ff. A..II +! Or TPII•la0[ Sl r,s. A tl., a. I -IS .•A41.0 I.OICAIrS •[CI rl,.tl M nall ttla.Al I.L1411r11a •I tr u.l1. 11 III SOIIII 10. IIII I.VSf lonr0•f •1 1950 Mnky Dmi of it a. sxOW. Illl SVIIA.11111 Al. Ott a 11113 1-.-.1 IO• •.r .-noun IS I,n ■1 lr0.Sten III or 01I Iwian city. rl. 33944 .uu nl.c nu /an• ru A•sl/In 1 vc. r. S�. C0! // jbbdo ti TC LL 20.0 PSF J Jq 0 52 TC DL 7.0 PSF • �r BC OL 10.0 PSF T E O BC LL 0.0 PSF �•'• •• r �t0R10p'� TOT.LU. 37.0 PSF �QsNS�-�a UIIR . FAC . 1.25 SPACING 24.0" Scale -.375"/Ft. REF R081-- 47046 DATE 08/13/03 DRW IICUSRoBI 04345ACII HC-ENG SEON- JEC/WPF 44363 FROM WEW JREF- 1SSA081_Z34 3 ( 65467-51.15 / 2289A,8 I fop chord 2x4 SP U2 N Sot chord 2x4 SP Q2 N - CJ3 ) In lieu of rigid ceiling use purlins Lo brace BC @ 24' OC PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 6 (- 2X4 (Al) = I(c� 3-0-0 Over 3 SupporLs R-193 U=200 W=3.5' 18- 11 -0 R=5 1-10-3 17-4.12 _L R=2 =200 100 mph wind, 18.24 ft mean hgl., SBC, ENCLOSED bldg. located anywhere in roof, wind TC DL = 5.0 psf, wind DC DL - 5.0 psf. Deflection meets L/240 live and L/180 total load. COu PLT TYP. Wave TPI Design Crit: TPI-1995 STD 5.0S .' '•NAIINIXG•' nuSSf3 rI Willi I.INt"r Carr I. u.rlc•110■, nA.Ot 1■a, 5NIIIIN0, I.SIAILIND A.O . [I l■ Io DCtI I D] (n�il0l.a c.-..r.I SAY Ill INI O.NA I In.I. runt ISNrO .1 III (I.Y $S It A I E I.SIIIUIL. O'0.0lr10 0.., SUII! l00, "ADISO.. YI .111.1 •.0 YIC• (u000 1.YSS COtl NCII W A"(.IC•. i]00 l.ltrl■1 MAo1SOr, YI S1719) rat Srf[I1 /.ICIICIt I.1011 ID I(■1 Or MIY. INl SI Itl.f.110NS. u.l [SS 0111[.YI Sr IrOIEAIr O. IOI tYORD A11AIt -11 I.0 1.l1 A11•CI,tO tlrDf lUul uN[l3 A.0 .DIIDM CIID.D fNAll n•r( A n0/[r11 +II•f nfD ■",O cal l.c ••IMCONIANI•• turn 50 A tort or IYIS 0[Siar 10 lilt IOSIALL+I10. CDNI.ACION, ALIIR I■c1.[1.t0 ALPINE I.onUSuclNs. uc. vI•n ■oI a .uroaurt ro. All 0t11AnD■ lire IYIf olsla.; ..r IAnua w.ul1D lilt TA E OS ICONr IN1.A.C[ Yllx I11: 0. 1•.■1CA11 N0, u•NDIINc, SUVNNOLSI•111.0 . nI Af LO Or nuU[S. Ol S1a. CONf MHS Will An11CAIll I.OrltluN. 01 .01 1.•110■µ 01 t1 a■ Slit.. .1 .rYIAI •.o III. •I/I.1 CA ■Klor cult[ M( IYDC Of t0/1./UI iOA (Y,N/S/N1 AnI"O.AQI] a■.0u1 t0/■a (Y, [/N,SI OAI r. SI C11P, AIin1nAr. ANSII'c110■ Or IAI(t ra11pYL0 r III t1111 lie 'ill .rNtl +] lYII.•lODI 111.1. 11113 7pimeFl1CteJI'rotllels Inc. ONAYINO IROICAIts ACCEnAUcf or INDr13SIONAI 1.cnrtn.0.ISIONSIrll111 1011.11 ION Ill( I OOWNT ......... OF � IM0AIn1el Drl.� Dr SIGN tI1DYN tut SU11A011:11 A■o Utl DI ❑O{ Caw0.1 NI rM AN1 .0 11 o1N0 It INL rl s1OYSIO IL 111 W Fill ,A, pI, f ILinn Cw. F1. ),IWt Duu or.c Drones. rn •a I111I r st t. t. J1y�//�1',►i :3 FL 1 R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.375"/Ft. REF R081-- 47047 01/03/00 _DATE DRW HCUSROBI 04345ACF HC-ENG JWC/WPF' _ SEON- 10053 FROM SO JREF- 1S8L081_Z15 K fop chord 2x4 SP #2 N Not chord 2x4 SI! Q2 14 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. I 6(- 2X4(A1) o L--,--3-0-12 3-0-0 over 3 Supports R-123 U-180 W=3.486' 19.0 2 T R=10 1.10-3 17-5.14 -r- R-30 U-180 100 mph wind, 18.59 ft mean hgt, SBC, ENCLOSED bldg. not located within 4.50 ft from roof edge. wind TC DL = 5.0 psf, wind BC OL = 5.0 Psf. Deflection meets L/360 live and L/240 total load. TPI Design Crit: TP[ STD 18. PLT TYP. Wave ••I/ARNIRO•• I.USS(S •r W1.( LIl.r11f CA.F IN FA..ICAIIOA. IIA.01 IMo. SUIPPI.O. I.SIA11lu, A.0 R..CI.(1. ■11 (+ r0 0[11 1•eJ IN,IL.I.o CONPO.[.f lAflll I.I a.NAIIp.I. /U.I ISr[l, .r 111 11. USs .I.11 ..SIIIUII. 111 O'O.Ot RI..... I. , l00. w01 so+. rl t)/171 A.0 YICA Ir00p I.ps! I ..CII N ANI.ICA. OJaO (.It.r.I NAOIta.. rI S11191 rOt .AII r1 P.ACIICIS PRIOR I....... N1.r. Tutu ru.0 1o.3. mkS,, OI+l.Y1SI I.pl(.... for CIIMO LIALL IIA1( P.CII.II Al IA[Ilfp SI.UCIU.AL I•.11S A.0 DO11M CIIMD LULL All A 111011.1.1 A1I1COIO .lain Cflll.0. '•IHpOR TANT•• rU..ISl, + IOIr Or I- Of S1oY ID IIII I.sl•ll •IIO. CO.I.ACfO.. •I P1.1 1.01r11.1D Poo ouu s. F+c. .II.0 .01 .[ .JarO.Silut ISI A.1 or•I+IIa. F.oN nut OISICM: A.1 IAl1U.1 1.111W . I ALPINE I.YOU I• Co.10.NA.C( will, Irl: 011 I.O.If AI1.0, Iu.OI IYa. SulP11.a. LSIHII+o ...•Cl.a 01 ..Uses. OCslb. COIO o.IIS rllr PP,IC..II 04011t1041 01 .03 (.Ai10..1 OIS1.1 SIC[. �r AI.1.1 AND IPI. AL I1.[ ' Ce..f tlM Il• RS A.1 NAOt Or !0/Il/ Lf.A (r,O,S,.I All. •ets O.ADI .0,00 111 .,u. 11 nALI. 'I'll Mrl1 7pineEII I1 AIrt IO (AlO IACI lr I.USS AND; WlflS O1+[.Y ill lO[wl[0 0. fN if Ot fl.., POS1110. P1. O.AY LnS LO+ .. pa...IA.o...•A.INIt $ IIIGG(td Irf[MlIC15, IIIL. I910 Willy W.V I I.'mo Cay. FL 13N4 FL Cmd1cm of Atahmimm , 367 _ p.w ua uole•n! Alee Plus or r:m tssl a•t I•al.0 n.e .[trots uulT snub Ip. un nmt ro rart.r o1 f10. LIRW, 1.1 SY I:A.1111r A.p l,l/ 01 IIII! rdVeaa re. A.1 b11101.o IS Illr .1 VOHLILIII or IIII .U11p1.0 011lr.r. PisA.al/vl I S[f.. 7 T 1-10-3 i :?F•COLL �� :1 FL 1 R - Scale •-.375" Ft. ti v TC LL 20.0 PSF REF R081-- 47048 DATE 08/13/03 IQ 221 * TC OL BC DL 7.0 10.0 PSF PSF DRW HCUSR081 04345ACI HC ENG JEC/WPF TA �•"'• •� 0F1 _ - �aG BC LL TOT.LD. DUR.FAC.- 0.0 37.0 1.25 PSF PSF - SEON- 44367 FROM WE - W - - 3 1 6SAA7.rIIS / ?2AQA.R ( 1 - CJI I Top chord 2x4 SP p2 11 BOL chord 2x4 Sit Q2 11 In lieu of rigid ceiling use purlins to brace BC @ 24. OC PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE. ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 6 I- 17-11.0 ROAD-3 _ 17-4-12 j R=-]IU�200 2X4(A1) = 1L 1.0.0 Over 3 Supports rI R-167 U-200 N-3.5• 100 mph wind, 17.74 ft mean hgL, SBC. ENCLOSED bldg, located anywhere in roof, wind TC UL - 5.0 psf, wind BC DL = 5.0 Psf. Deflection meets L/240 live and L/180 total load. )LT TYP. Wave TPI Design Crit: TPI.1995 STD 5 .-WARNING.- I.uSs[S Motor Irlrrw C..I la 1ALLrIrAl10., IIn.Dl 1.0. LLIIIIPI.O, ILL}I.II IRG •.0 {LL.CI.G . [r(LL 10 {CSI 1.O1 (LLUII DILLO tDNrD.[.1 SA/l Ir I.f OLLr4110.1. rIILLIIiW(D {I IPI (r.US{ rl •I[ I.SIIrUI[. {OD 0•0 4 a0 1 0 n... SUI1[ lOn, IUD1s0.. YI {S/1l) ..0 YIC• IYDDD ILLUSf COU■cll 01 UULLICA, L100 [•rlrN ls! U. 1a01S0.. YI S)r 111 IAA LL+r[11 r■At acts L10. ID rr.l N.I.G Illtsl 1aYC110s. lla lSS OIIILYI sI LOlCnII D. lop G""D Slut, 11r.OrCRr WACIItO S(LLYCIULLAt rA.t17 A.0 No110a CHORD SDAt1 l 11 A rearratl •IIAC111D ■1G10 It II I.G. ••IN♦CIR1ANT•' rV.•ISU A CDrI DI InIS Dr SIG. la 1Mt I.SI.11 Al10■ Ln.1.nC1011. •l rill[ 1•nl•Ir.fD ALPINE IUCIt. I. LLODC. SaAll •Or Q tt1r0.S Dll lO. •.r OIYIAIIO. rLLaN ❑11s Of sin.: A.r f•IIUa 10 LLYIID rllt LUSS 1. CD.r nLL YA.CI YIIY IPI; M f•O IC.I LG, IO.Ol1.G, SUIIrI.O. P{I •II LG { LL••CI.c a 1•Dt It s. "II.. I.W O.YS YI 111 A1111[•LLlf rLL 0Y1 SIO.S Or .01 (..110.•L Dr SIG. }If C. LLl Ar{rAl +LLD rrl. •Lr1.i [O. MI C10. II AIfS ALLt 11•D[ Or IO/1■/1{D• (Y.11/t/rl ASIN •LS] O.A.1 .0/{0 1.. ./N,SI 6.11. 511t1. •rrlr pt.IlS 10 IACI1 I.CI Or I.Uff -LLD, U.11 St pia■Y15L IOC.IID 0. 111} Ol sic.. rOs1110. rU DLLAY1.03 1{OA 2. 7pine IJI IICCfCd PIMhICl5, II1C. C110.orR•ItsrOIIOY[P DrI11Null {[ PILL A..t• AJa•C..n19�SOAItl prim W.Y LO I.D1 t•I111 .CI1rt•.ct n< 4.11 rS S10.•l 1.G1.1f rI.G LLl fIO0, LL11 I11 SOIUr f0. na MIS% C..?O.r.l I•7 of ar,. snaY. -.It sin LUln. •LLD usr a nus cnnrann rD..n om of .c 'LINE nuuvs1011M D1 nu 1I.Inescl FL 33"A pnlol.e Dr Slf..0 It..n ura I str., 1 FILL Caldoted Aa6ay.l. 8567 zCO... FL 1 R - Y:3 1G'-' PSF v F 9 TC LL 20.0 ' 10h TC DL 7.0 PSF * BC DL 10.0 PSF TATE O q '• BC LL 0.0 PSF TOT.LD. 37.0 PSF �Cs•.�0R10�� Al4 OUR.FAC. SPACING 1.25_ 24.0. Scale-.375'/Ft. REF R081-- 47049 DATE 10/10/03 DRW IICUSROBI 04345ACG HC-ENG JWC/WPF SEON- 10057 FROM SO _ ,IRFF- 1S6WO81 Z16 3 65467-5115 / 2289A.8 I ) - CJ14 ) Top chord 2x4 SP #2 N Dot chord 2x4 SP N2 N A rigid cel ling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 6 1-- --t 0-10.3 18-0.2 11-15 � 17-5-14 R=7 U=180 2X4 (Al i(E 1-0-0 Ovr 3�SSupports 1-le I R-52 U=180 W=3.486" 100 niph wind, 18.09 fl mean hgt, SBC. LNCLOSED bldg, not, located within 4.50 ft from roof edge. wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. Deflection meets L/360 live and L/240 total load. 'LT TYP. Wave TPI Design Crit: TPI STD 18.2 •-YA■BIND•' r. of sls .f Wl.r "Will CA.I 1. r...IG 1.a.. N..ol l.a. A1Rrl.a, 1.]All.... ..a ... . (f I■ to BCtI I et IBu1l D1.r. CO".....1 ]AF[11 I.f o■M+Ite■I. •UBI ISYCO BI ... ...... .t •Il INtI11Vll. i•1 o'a.el.le o■ „ fU11[ too, luolte'. Y. fll .fl +Ne Ylc• IYo eo buss CouN[It to AYI .IC.. e]00 (.rl ■r■Ifl .N, MAolto., vl s]/Itl 1QB SAr I(• rBACIICtt r.1o* to pLrorYl.o rolst i-C110.t. ..lttt O 111t.Yltr Lela IL 0. ter "10 111111 "All l..r[.t• AltA.I. t1■UCIU..l. ....It •.0 BOII. ...o....... .... A ........ ....Colo ■la.0 C..l..a. •INPOx T/Ixl•• rw.nx • cor• or uns of flcY .o .ut usAu•rlo. cu u.clw. Avla t.o1.U1Ro •R OouCI1. LC. tYal Yol tl ■Lfla■S.el1 10■ AYr elr1A 11o. nlw lu It of tlr.Y; A. .All wt to oulto 1u1 ALP 1 NE oust .. co.r o.YA.a Yon .rl: o. r.on c. n.a. YA.oI 1■G, sn nr uo. 1.v.n uo a a•c1.a al uassu. DISIGS co.ro.nt Y.ra ArrIICABIt reorlt.e.f ar NO% 10 .116 .AI oil Sq r, B• Ar 11.I A.D .r.. "UAL A[ Go WIC, o. rU tls •■1 1uo1 01 !o/.B/IR. IY, n/$191 .SIN Act] cool 40/60 (Y, ■/Y,11 GAI•. V(rt. All" rl•IIS to art. r+CL or 1■YSs A]e, Wlt tt al.t■Yltf lot A.ro a. I.I. of tlG., ra......... e.Wl.ot IAe.-r. Gt IlleeredPrtsducla,Eta ur l.vtcu0. tY rtAut lonota0 eI 14 v.Au urn •n[r r! a Irnroo! xc.. . uA. o. 1ua pine li oNAY144 INDICA 114 .Ccr rl+rcl m r.m rftla.Al rBG..I IN1...I Atom 111. 11r SO.Iu tat 1Y1 1.Ua Culvogn 1950 M■rlq W" oltla. SuvY., .Yl %UTAo1111r AND USE of rlllt CanraNl.I I" •.1 ollItallle If lilt Br Sro.]IBI1IIr 01 ❑.1 11mue Clty.R. 31M4 BUILDING oltlaNIN rU Ant/.r1 I %IC. t. SF' Uu�� R 1 +fie Fl-1 TC LL 20.0 PSF Np 22 TC OL 7.0 PSF * BC DL 10.0 PSF STA BC LL 0.0 PSF ROD. TOT.LD 37.0 PSF rs40 u. ENG i►_ i OUR .FAC. -_. SPACING 1.25 24.0" _L '0.10-3 Scale-.375"/Ft. REF RO81-- 47050 DATE 08113/03_ ORW 11CUSRO61 04345ACJ HC-ENG JE•C/WPF SEON- 44370 FROM WEW _ JREF- 1S5AO81_Z34 tl u k 0 D4U/-UU-J / eebt$A,u ( / - rIDI Top chord 4x2 SP p1 Dense :T2 4x2 SP #2 N: Bot chord 4x2 SP 2400f-2.OE :B3 4x2 SP #1 Dense: Webs 4x2 SP p3 Truss must be installed as shown with top chord up. THIS TRUSS IS NOT SYMMETRICAL AND CANNOT BE INSIALLED END FOR END. TRUSS TO BE MARKED FOR PROPER ERECTION. 15' Typ. 1X4 (R) 4X6= 0-6.0 1X4(R)= 2X4111 25' 10-6-0 See ANSI/TPI 1-02 Secl 7.5 for additional bracing requirements. Bracing material Lo be supplied by erection contractor. Max LIT VERT DEFL: LL: 0.55' DL: 0.21' recommended camber 3/8' Deflection meets L/240 live and L/180 total load. W-2.5X4 = 10-7.8 4X6- T2 4X6= 4X6= W-HS2510= 1X4III 2X4 91 3-2-8 Over 2 Supports W-HS2510 4X6- 1X4 (R) _ T 0-100140 8-0.0 2.5X4= R=1267 W=5.75' R=1259 W-3.5' Note: All Plates Are 3X4 Except As Shown. PLT TYP. 20 Gauge FIS,Wave TPI Design Crit: TPI 1995 STD 7.02 C'•O�� Y:7 FL 1 R Scale =.3125" Ft. "WARNING" I.USSIS .IDU1.( (SI.fW CAIf 1. rA.af.Al10.. "Sol 1". SHIPPING. I+STAIII.a AND B.ACIMG. . rrl. to usl 1.OS (.ultonc (ONPO.LI sAlm I+ro■NA nau, run l3xro n nl [I•uss "Alr Ismm�, +ai o o.a I..... Sur"[ too,-01S.., YI SLIS) w+0 YICA (YOan INUS) COu+[IL 0! AII(.IC.. ,.. UIIOaSt lY, HA DI SUN, YI 631I0) FOR W Ell lY A(11[LS PN Ia. 10 ll.l O.HING 111[S[ IY.CIIO.S. H.I.SS O.....ISI I.DICA 11 a, IOP CHORD SNAII HA1( r.arl.11 wllA[Ii[0 SINUCIU.AI .../l3 ANa NOIINH CuOND SNAII nA1r A PNOI(.11 AIIACIIlD • • • • ` •'v 0 (� L L TC DL 4 0. 0 10.0 P S F PSF R E F R 0 8 1-- 47051 DATE 12/ 13/OQ Mcusaoai oaaaeoos .la la CI11I.a. BC DL 5.0 PSF ALPINE 7pineEll inccredProAucu,lnc, pQ IY$O M.I ey Olive ILi—Cay. FL 7754/ "IMPORTANT•• Iu..ISN A Corr ar IIII+ aI SIG. 10 III( INSl.L'A110. [OBI. A[10.. Al rI Nl L+Gl.tr.lo ..O0u C1+, INL, fllAll .NI .( .1 Sr ONSIa., ID. A.l D(NI Ai10. l.DN 1Ii1S OI SIG+: A.I I.IIUI[ 10 NVllo Ill[ INUSS T. conwuHc[ Ynn In, ml 1.Nlmwn.c, m.o11Ya, vnrrLc, usLnl.c . u.cl+c oI uusu:. D(SIGN (G.r0.H3 .11. A1111GNIL 1.01151DB1 Or Bill (.AIIe■.L BISIC. SIIC. 61 AlVAI woil Ill. ALPINE COYN([10. rLA11S A.1 HAD[ 01 70/10/IM:A (Y ,./S/[1 A3111 A.SS G.ADI AO/.D (U. r/11, 11 GAl1. SAIL. APPLE PI AI1f 10 IACII 1wl[ 0! I.USS A.D. UNI (SS 01111NYI Sf le(Airp ON IH IS 01 SIG.. POS1110. 11. DNAYIYG{ INOAf. ... 1U1fC110YOFPI.I10110Y[O.r III SDAII NL rf. A.NIY U W Illl•r0: III•-�OUR. n.AYI.G I.nlcAlu Atcrru.cr m r.alslloNAl IK1.nn.c Nrsronleunr scour Ia. w( I.uss cwa.w DI SIGn 340Y.. Fill SHIIAN II III AND US! Or lu I COHPONr.I Ina ART BYIU DI MG IS Ini PI VYY+I 011 Fir M III[ ,UI.OI.G o1Sn..t. n. A.31/nI I11L r. * • TATE �F ' :' 1VP ... ... ' �� BC L L TOT . L D . FAC. SPACING 0.0 55.0 1.00FROM — 24.0n P S F P S F _DRW H C - E N G V B / A P S E O N - 12656 AS -- _ — JREF- 1SIRO81_Z56 3 u �Yul ! ccua•. ,.. , Top chord 4x2 SP pl Dense :T2 4x2 SP Q2 N: But chord 4x2 SP 2400f-2.OE :B3 4x2 SP #1 Dense: Webs 4x2 SP Q3 NOTE: CONNECT BOTTOM CHORD FOR 200 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD. NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1' DIAMETER HOLES FOR AIICHOR114 PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. , THIS TRUSS 1S NOT SYMMETRICAL AND CANNOT BE INSTALLED END FOR END. 'TRUSS TO BE MARKED FOR PROPER ERECTION. See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) TC From 210 PLF at 0.00 to 340 PLF at 6.88 TC From 340 PLF at 6.68 to 340 PLF at 16.00 TC From 342 PLF at 16.00 to 210 PLF at 22.96 BC from 10 PLF at 0.00 to 10 PLF at 23.08 In lieu of rigid ceiling use purlins to brace BC @ 24' OC Deflection meets L/240 live and L/180 total load. Truss must be installed as shown with Lop chord up. Wm2.5X4 3X4= 1.5X4111 1.5X410 1.5X410 1.5X4111 1X4(R)= 1.SX4111 1.SX4III 1 SYdIII 1 IfVAIII 1 SYdlll 0-6-0 _VNI= -I- 1X4(R)= . i 2.5X4= W=2.5X4 a 1 2 X 4 III R=308 PLF W=23.2.8 3-2-8 Over Continuous Support 3X4ra 1X4 (R) -`- 0-10'0 1 4 0 W=2.5X4a 2.5X4� 2.5X4= *8-0-0 Note: All Plates Are 1X4 Except As Shown. COu 1995STD 7.02 ......... PLT TYP. Wave TPI Design Crit: TP! .� to 1 FL 1 R - Scale-.3125" Ft. ••VANNINO•• I.Of SLS rEDUI.E 11TWIt CART 19 IANAICA1100, 11A No, 1.0. Sn IrrIRG. MIAMII...0 ■OA[In0 • :G q ' LL 40.0 PSF REF R081- - 47052 ■i FI■ f0 •CST 1.0) Ir.ILDI.G [DIVDIFNI SArlir WO.n•IION,, I'MISNEO if 1F1 IIRUts r,AIE I.tlll.l,. 5/1 ` j/ eDIsuN'O./RU/1s11loRos..EloilR.Lllcts..IORAID PIR D _G I. S[ c101 Mops. umEls oll".I31II 101to. •T; � TC DL 10.0 PSF DATE 12/ 13/04 For u1o.o SOAtI .Arc r.or1.11 .IIAC11E0 SIR.'CIo■At l..tls AND 9011" C RD %lull .'Art A r Iml .11.Oto Q- 2 -- -- RIGID crltl.c. . BC DL 5.0 PSF DRW HCusa081 04346002 ••IM70NTANT•• IU..I in . f.Or1 DI IIIIS or SIGN 10 IIIL I.t1AlIA11r■ ED•I..C10R. Al rI N[ I.G ID TIIo � rrn01K 1S. IR[. S.AII NDI rl RI VONSIR[ ro. •Yr 01RL110. IRDM IOIs Dr )tor: .RI I.IL I.tI rD MID 111E •� S•TA : �� BC LL 0.0 PSF IIC-ENG VB/AP ALPINE Truss 1■ CO.I NML•Cf .... ..1: M NpIC•1.... ......•c. LII PI.G. INtI.1l IRG L tlAr.1•G or Ir.'4af 3. 0[SIGN Corl % .11. AFFtICANtE rrD.l)IDR% 0r Nos 44AII09AI OESIGN VtC, DI AFVAI .No V1. .1.1.E ;•• �' TOT L D 55.0 PSF S E O N - 12660 COR...IDN rt .Its AN[ -D1 W Eo/Ir/IrG. tY,N/1/II .SIN A.1,1 11"II •0/RO l.. r/n,sl GA11. flFtt. Arrlr I rlAlls 10 UC11 rArl nr Ln35 •ND, n.Lltl OIIIIr.la1 IIKA1la 0• Illlf Ofi16., 103111n• .0 DrAYl.Of IROA•r. O • OR1OP1.00- - II1Cf?n IIIGlTGdPttldllds•Ine. `•' IRlrfr'l10.0! rlA11s ID,IOY[0 R1 11I SIIMI rl rl..•"1 Al" ell, -cane trf.,s. . s1a 0• IIIIt �f� • � (� UUR.FAC. FROM AS P jpQp' 0.•Ylro 1•DIW 44 CC rI•lrl ar •R DIRT S11041 l.°In f. I•D NlsIaYSIR,I III sat fir IDR INF LUN (onrD.l •1 C '•••�•• v I93014"1"DIir. of sl G. soar•. 11.[ an 11•Rll llr A.D IIS1 a Iult (dVY.1 .1 IN ANI [DT101.o It I.1 .1 HR•slRl(Ilr a 1111 Ilompc.v.Fl. J1M4 DDII DI.G D, tID.r. Ff..•sl/lrl 1 stc.E �DIVIAL �a SPACING SEE ABOVE JREf- 1S1R081_Z56 4 k03'101-31J73 ) 4407H,0 ( ) - 110) fop chord 4x2 SP #1 Dense :T2 4x2 SP §2 N: Bot chord 4x2 SP 2400f-2.OE :B3 4x2 SP 11 Dense: Webs 4x2 SP Q3 SPECIAL LOADS ---- - - (LUMBER IIUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) TC - From 100 PLf at 0.00 to 100 PLf at 22.81 BC From 10 PLF at 0.00 to 10 PLI' at 22.81 TC 100 LB Conc. Load at 15.23, 18.23 1 TIIIS TRUSS IS NOT SYMMETRICAL AND CANNOT BE INSTALLED END FOIL END., FRUSS TO BE MARKED FOR PROPER ERECTION. 1 15" Typ 1X4(R)= 4X6= 0.6-0 1X4(R)= 2X4111 10-6.0 4X6= 24.75" See ANSI/TPI 1.02 Sect 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. Max JT VERT OFFL: LL: 0.62' DL: 0.23" recommended camber 3/8' In lieu of rigid telling use purlins to brace BC @ 24. OC Deflection meets L/240 live and L/180 total load. Truss must be installed as shown with Lop chord up. W-2.5X4 - 10-4-8 T2 06= 4X8= 9xbe W-HS2510= �...,.,- 1X4N 1X4III W-IIS2510= 22-11-4 Over 2 Supports R=1315 W=5.75' Note: Al Plates Are 3X4 Except As Shown. PLT TYP. 20 Gauge IiS,Wave TPI . Design Crit: TPI-1995 STD 7. ••itA.NIND•• I.Ussls .roul.r IrlsrNr CArr 10 rA..ICAII.., ...ML1.c. SUIrr11n. MI.. in A.o ..1t. PIPE. 1..CSI 1..3 (D11 I101.0 C.Mo.l.1 SArCI1 1.1 .. YA r10.1. 10oLIS.[D 81 - II.uS3 P-11 I.Slll.407 D'O.Or.III D... 4UIIr 100. KA01S0.. Yl SJ11S1 AM PICA (11.nD I.USS C00.[II 0r A11t Ill ". 6300 1.Ir.r.ISr L.. NA DISO.. YI 51l 1+1 1.. SArri1 LACTIC[, r.... 10 11.1...... IIIISt 111.C110.3. U.L[SS OI.I.YISI IM.CA110. 10r CIYHD SUAII .•I[ 1r.11.11 AIIACIIID SI.UC-AI OWES AM 9011" CII).D SIIAtL IIAr[ A r.01r.L1 AIIACIILD 1 AMID c•lll... I ••INPDN TANT•• rU. YI SII A tort O< IYIS D[SIC. r0 IIII LSI A11AI10. 1n.111C1o.. Al.rul IYn 1YII.101 /AL I NE ,..,A.ISI..+I.LS I.. •n D[+1AllD. f.On ❑ITS DI SIo.; •.1 L11 r[ 10 .Y 11outcuss 1■ CO.F O.M.cI YIollIrl: ..rA..ICAII...YA.o11.0. Snlrrl.c. IH IAII I.. 1 U•Ll.n Or LUISIS. ot,12A Co.rYM1 Y1111 A1rIICA.I[ r.01151o1s K .u3 I.Al10.A1 DISIC. SPEC. .rA11A1 A.0 Irl. AI11.1 C...lt1..rlAlr3.t•[A1Y,.13/•1 A+In ,cSI cr ADr Sotoo IY, ./Y.sl f.Alr \I.... A1r11 will I. (ACU r.Cl Of I.Ust AM. U Lt SS OI" vl tl 10CAlro .. IlsD[SIc.AYLCS11o•d Pr(sd11US, 111C. 0.OtryAll1rollDVC011 111 ""It of 10 ...r1 17 nl I'll 1..1 src.J. A SIAt o. D.1YI.D I.OIC•IFS •CC111•.CI a rlwrSSIO.AI lwl.r\.I.c r(SrU.11.11111 +011lr r0• 111E IrYtS Cylrnrl Yl 1 M.14rr nr131 D111.. +YOY.. III[ SUIIA.Il11r = U11 of IYIS t.M1..r.1 I.. A.f .Illl.l.0 IS IIII rl \r0.31. I1 llr W Illl Ilion Ciry,Pl 371111 Ball OI.D onl..r. rul Anl/nl I eC. 1. Flo Culirr..te Df Aulhai+ni- 1567 T 1.4-0 8-0-0 -- R=1395 �•COLI''Y 0 :3 FL 1 - R - Scale-.3125` Ft. TC LL 40.0 PSF REF R081- - 47053 !o. U 2 TC DL 10.0 PSF DATE 12/13/04 * BC DL 5.0 PSF DRW Ncusaoel oa�4eooe TA E BC LL 0.0 PSF HC ENG VB/AP �•'• TOT.LD. 55.0 PSF SEON- 12664 � ...OR - ••�•••��6� DUR,FAC. 1.00 FROM AS FA 65467-5U5 / 2289A.B I FT4) top chord 4x2 SP #1 Dense :T2 4x2 SP 2400f 2.0E: Uot chord 4x2 SP 2400f-2.OE :B1 4x2 SP #1 Dense: Webs 4x2 SP #3 SPECIAL LOADS --- --- (LUMBER DUR.FAC.=1.00 / PLATE OUR.fAC.-1.00) TC - From 100 PLF at 0.00 to 100 PLF at 22.81 BC.- from 10 PLF at 0.00 to 10 PLF at 22.81 TC - 693 LB Conc. Load at 18.25 Deflection meets L/240 live and L/180 total load. "IIIIS TRUSS IS NOT SYMMETRICAL AND CANNOT BE INSTALLED END FOR ENO. 1RUSS TO BE MARKED FOR PROPER ERECTION. 15" Typ 1X4 (11 = 4X8- 0.6.0 FO — 1X4 (R) 2X4III 10-6-0 W — 2 . 5 X 4 4X6= 4X4= 3X4= Bl 4X8= 4X6- 04- W=IIS2510- R=1388 W=5.75' 24' See ANSI/TPI 1.02 Sect 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. Max JT VERT DEFL: LL: 0.71' DL: 0.25' recommended camber 3/8' In )leu of rigid ceiling use purlins to brace BC @ 24' OC Truss must. be installed as shown with lop chord up. 2.9.0 4.54' W=3X6= 1X410 1X410 3X4= T2 3X4= 3X4 7-3-11 4X6= 3X8� 6X6- 4X8- NCH fL—_�?�� 111YL1 8-0-0 2.5X4� 2.5X4= 2.5X4= 3X4- 5X10= 4X8� 1X4 01 4 X4 10 2.5X4111 1X401 2.5X410 W—HS2512 - 2-11-4 Over 2 Supports R=1814 T 1.4-0 _L PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 STD 1.0 :1 FL 1 R - Scale m.3125' Ft. ••PANNING•• TRGSnS .1-1rr IrI.I Mt [ART IR rA.r if +I.... ...DI I.G. ..I••ING, Ir4TAII IrG A•D UAc1•G. N111 lo.Cfl I'OS (..I[DING COMPONENT SAr(rf LIORIUIIGq. /U.USTI[p 11 "1 (TRUSS •Uff LSI1TU11, S.S D'0r0r ... ON... Sur r[ too. 1MDIGor, YI urlsl AND .rCA INNOO TRUSS COUNCIL a AIR N.A. i)OO 1/Ir RNI Sf 1., M.DISG., .T SSr IS rG. SAI ETI rNACI I' ANION Io FLNr GRMIRG III(SE rIIOCTT.RS. UNLESS OfUTNUISt INDICATED. To, CORD %IIA11 .ATE P.OR.Tt ATTACHED %TRUCTUSAI rAR(IS AND NOIIM CU"D STATE DATE A •NO.Otr AIIACHED RTANT A• V/� c- �I O TC LL TC DL DL 40.0 10.0 0 5.0 PSF P S F PSF REF ROB1- - 47054 D A T E 1 2/ 1 3/ 0 4 DRW Ilcusaoel oa34eoo6 ALPINE I pincGngiuccledihahrcis.lnc. 1930 M.r [M. kr ILvCity, FL ]i ••rNDOATANi•• Iwrlsn • Corr or nns of slG. r0 IMI Inrq lAllON ro•I.•U a. ATr IN! t•cINu.[D IM ••o•uut. I.O. %NUT .oI .E .Es.osnit raw .R. or+LIT.• noM nns 'I. AT A.I rAuu•c Io NDuo rs. muss 1• con G. MA IT" .rill rPr: G. IAGNICATIND. HARMING• SHIFFINO. INSI AIUrG ...ACI•G p IrUt%r S.IF Or51G. CG rI pR M. .TI. ARPLIC... I. r.orISIU.S Or •Ds (— IO.AT DESIGN Sri C. Rr AICPA) AND IF +I RITE C,•,,C,o PIA1rs A.E M.O. OI rG/Ir/NW 1.,0/t/I) A%III AG%U GRAM •OrGG 1•. ./N,Sr GAIT. SIt11. A••lt 'LA Its 10 UCII tact Or Huss AND. WIE)t DIIIIN YI%E lOCA1E0 0. IN 1% Or SIG.. ..1110E nR .:A,.I•cS LO+ !. A.r IrSIt C11GN Gr FIAT 5 101 TO.t0 H TIT SNAI1 .c •rR A.Nrr AJ a V11 •TOOT ME J. l Al O. nns USA.IK INDICATE% ACCE.IARcr or PNGrtSSIONAL E•GInoING rIS'O-STRRrIV s.uLI Io. nn Irus+caP•.nT or sic. fNONR, THE SDII,.ILIII AND OS( Dr lull fon•DRI .I IN A.r DUILGING IS 1.1 •t$'O 118TT T rI OI Tut .unDINr. Dr src.r..rR A•slrrrl T sic t. T E ,• ; '. I•�O `�O •• , rYl ••.......•• \ Ai - BC LL TOT . L D . DUR.FAC. SPACING 0.0 55.0 1.00 SEE ABOVE PSF P S F �- HC_ENG VB/AP_ S E O N - 14930 FROM AS JREF- 1SIRO81_Zthin" r65drs7-S1JS / 2289A.B I 1 - FTII c Top chord 4x2 SP pl Dense Bot chord 4x2 SP 2400f-2.Of Webs 4x2 SP p3 In lieu of rigid ceiling use purlins to brace BC @ 24' OC Truss must be installed as shown with top chord up. 15" Typ. 4X6� 4X4= 1X4 (R) �F;T 0-6-0 1X4(R)= 10.6-0 See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. Max Jf VERT DEFL: LL: 0.40" UL: 0.15' recommended camber 1/4' Deflection meets L/240 live and L/180 total load. 26' W-2.5X4 3X4= 3X4= 4X6= 4X4= 2.5X4= 2X4111 R-1066 W=5.75' 3X4= 2.5X4= 1 X4 10 19-6-8 Over 2 Supports 10.8 `I 2X410 3X4= 4X4m 4X6m 1 X 4 (R) Ea \/ 1 -0 0-10-0 3X6aa 3X4= 4X6� 2.5X4a W=HS2510 0 CULL PLT TYP. 20 Gauge HS.Wave TPI Design Crit: TPI-1995 STp 7.0 ••MANNING•• LUt s[t .I o1I1R I.I.f"r CAME 11 fA{.I[AI10.. 4A1DE 110. SOINO I1c. IIls I A11 I.c AID MI(11D. ■rr[• to {Csl 1 1) f{U Il01.c Cowo1C., )A"I11 IROIMA110.1. Pio" I [0 {, 1I1 1r.uSS 11.1[ 11slllull. S{) D'O.Of •lo M.. SullC I00. I4DIS0., vl Slll 11 A.D WI[A IWODO MOSS COU 1CIl Or AMt.ICA. {)00 In IPI11S[ 1.. Iu0l sa n, YI Slilll l01 s.l tl, rtAC 11C(S I11M IO IC.f o."1 Fc I"[S[ rY.CIlOYt. U11(SS of111 .WI it I.DI[AI[D, O• 11 IUI C"o.0 SII All IIA,f r.oP(Rt• AIIACII(O SI.UCIVPAI PA.11S Alto Rollo (11D.D SMALL Iu,r A P.Ornll At 1. {/ . 1010 [11t11c. --IMPORTANT" rums' A COPE Or I"11 DESIGN lO Ia InletE AI101 COtl MCIW. .,.IMF l.cl.[r.(D ALPINE noouus. Irt. olio .D1 {t .svonuE[ raw A.r onunol no" un1 ottic.; ur 1alult lD {Duo urt TA E O nuu n coo o.Iu.cr lino rn: a r.a lc Al uD, nA1ol l.c. sn Lr uc, usuu uc { u.c uc or Iglusu a. ;• OtslD. CO.ID.IIS Willi AIIae,aIr IN- To.1 OI 1Ds INAIInWAt 0[alc. aP(C. 1r .n PA) A.0 II1. Al rl.l [OIu1ClO. Plan AM[ MAD[ Or rorlOrlSDA (v.U111•) Atl" A6S3 co -of Eolso IN. trn.sl DAIr slid. PIPE, / 0 ��. IIArt1, 10 EAC11 f1Ct Or 11Vi1 A.D. U.It" 011lt OWIS1 tOCAICO O. IRIS U(slc.. IOSlllo. It' D.AWI..I IfOA r. ` 7ppineEng emcdProducts.hic. A•r11PICI10. of IEAIl710110MIC {, Ill SOAEI {t PI■ A.NIE AS 01 1111 tool sIC.). . slit 0I 1.lt ......•pg_ o. AY Le 1101CAlCS ACC(Il uc1 Or I.OI ISSI0lt.1 110111 V11f. RNOn1U111• snlllr IAI Inl Leas CO",O.r 11 v I'rIY MINIcf(Xi" DI SIG. soon. Ilq sollP{1111r AND UA 0r l..,'11- IN. ON A41 {UIl D1.o 11 I"l .t%vG.Sl{Itl1• of In( , • A 1 E Mies Ci7.F1. 3I844 {mtDINO or Slc.n r111A.1111PI I 14C. 1. FI_r-r ffAIllnlENdrb{S61 R=1058 W-3.5' 8 FL 1 R - Scale =.375" Ft. TC LL 40.0 PSF REF R081-- 47055 TC DL 10.0 PSF DATE 12/13/04 BC DL 5.0 PSF DRW HcuSR081 04348004 BC LL 0.0 PSF HC-ENG VB/AP TOT.LD 55.0 PSF SEON- 14943 _ DUR.FAC. 1.00 FROM AS _ SPACING 24.0" JREF- 1SIRO81_Z56 4 /65467-SUS / 2289A,8 I ) - FT2) Top chord 4x2 SP #1 Dense Sot chord 4x2 SP 2400f-2.01 Webs 4x2 SP 03 iPECIAL LOADS .--- -(LUMBER DUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) IC from 100 PLF at 0.00 to 100 PLF at 19.29 iC From 10 TILT at 0.00 to 10 PLF at 19.42 fC 533 LB Conc. Load at 18.25 NY 'HIS TRUSS IS NOT SYMMETRICAL AND CANNOT BE INSTALLED END FOR END' "RUSS TO BE MARKED FOR PROPER ERECTION. 10.6.0 1r5' Typ.1 W=2.5X4 mi 4X6= 4X4= 3X4= 3X4- 3X4= 1X4(R)= 0.6-0 \� \ 1 X 4 (R) Fa 4X6= 4X4- 2.5X4= 2.5X4= 1X410 2X4111 W-2.5X4= R=1090 W=5.75• See ANSI/TPI 1.02 Sect 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. In lieu of rigid telling use purlins to brace BC @ 24' OC Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 24' 19-6-8 Over 2 Supports 2-9-0 4.51- 3-I1-0 1.5X411 3X4= 3X4= 4X6= 2X411 6X6= 1X4(R)= 1-4-0 0�0 I _ 1 B-00 1X4111 3X4- 4X4= 5X8= 1 X4 11 2.5X4L= R-1566 W=3.5• coo PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7.02A••••••• :1 FL 1 R Scale -.375' Ft. ••NAIININD•• IAUSS[S .IOUIa rAlArMt fpf 1• N•AIU110., 11AYD110c, SOIr/l.c, LSIAIIIIfi AY0 lAACgG' •!II. 10 A[sl 1 0s rlu ll Ol.c CD.tr D.ra s.r 11l I.ra.wArlOq, IuOLI VICO {I R1 --u33 II+I! LSIIIU II. s0) D D.anO DA suI1L roo. nAolso.. YI 1Dnn ..o vlr. IYolw puss coo+cu or --'C-, esoD ulornu n. YIOISO., ul S]/ISI r0A SA it rI I.AG r1IIS r•... t0 I....." •G ..... lu.[Ile.s. UAL(ss OIIII A.... INDICAI(D. IMP CLOYED 1NA11 DAYI I.OIr.l1 AIIACII(D SI.DCID.AL IA.ILS AND 6011" LIIO.D SII411 n-1 • r.011■11 All.[MID ■10ID I(IIIAc q;.•••v� �• • (� * TC LL TC DL BC DL 40.0 10.0 5.0 PSF PSF PSF REF RO81- - 47056 DATE 12/13/04 DR W Hcusa081 04348003 H C- E N G V B/ A P ALPINE `• %pinc� IfII I1LYre[iIt/XiIICI�,IIIO. I YNI MYIGy W. IlsiDcsCoy,Fl,33ta ••INPON TANT•• lu.n sn . corn m Inn mslc• ID u1[ nslAU An a• cn. a+u o•. Alrul r.cl nl.lo I•00uGIS. I.r. SII.It .01 {t AtSID.s1•IF r0. A. 01r1A110. r•OI IUIS DESIGN: A•Y IAI1U•r 10 MID lilt I AUs1 I• CDKillut, ( DIEDIrl: 0: rA•AIC.II.c, IIA.011.0. lYII11.0. I•SI+Ll1.0 { D.ACI14 OI IAV 151 S. Dlslc. CO•IO.MS Yllll .IIIICAOIL 11OYISIO.S 01 YO{ 1•Alln..1 DISK. SrfC. .• AI{rAl A.O II II AIIIYr CO..[CInA Il A1Is A.1 UAOr OI !0/III/1 {IIA (Y,./1/.1 +s11I .0{I D•A DI .0/{0 IY, ./I1,{1 DAIY. 711I1. Arrl1 AU IS.LCIIO. Or IlA1[\ -011DYrD.I III soul ■1 II• +tYrs .) 01 Irll•lD01 sl[.1, A sUl D. Iu1S A 1(S IO 1.C. rAC7 Or 1AV{S A.D. U.LI S7 OIII[.Y15[ IOC A110 0..1Ii'l%M1\.•.1O.•�y�_---11 O.AYI.e I.OIC.t(S ACCIIIAI(I Or IAOr11S10.A1 1.01•I1.1•D •ISIOASI•IIIt. SOl 111 re. IUI 1•Uss I-ID.[.1 OISIG. sI�OY.. IIIL sYI1+Dlltll AID lilt DI IIIIS COMIO.IYI to. AN, 61111D1.0 Is III .I SrO.\IA 1111E or 111( {UIt0IXG01%lG.IAIINA.\I/Ir1I SIC.(. TATE OF I :• /. •��R ..• Ar.\\ • .A,..• `V •c `a I•` BC L L T D T L D. DUR FAC SPACING 0.0 55.0 1 .00 SEE ABOVE P S F P S F - S E Q N- 14939 FROM AS JREF- 1SIR081_Z56_ 4 (bt,gb/-BUJ / [cnVH.0 i i - rIJf Top chord 4x2 SP gl Dense See ANSI/TPI 1.02 Sect 7.5 for additional bracing requirements. Bracing Bot chord 02 SP 2400f•2.OE material to be supplied by erection contractor. Webs 4x2 5P #3 In lieu of rigid ceiling use purlins to brace BC @ 24' OC Deflection meets L/240 live and L/180 total load. Truss must be installed as shown wilh top chord up. THIS TRUSS IS NOT SYMMETRICAL AND CANNOT BE INSTALLED END FOR END. TRUSS TO BE MARKED FOR PROPER ERECTION. 24' 2-9.0 3. 1- 2-10.8 _I 10-6.0 15' Typ. I 4X6= W-2.5X44X6= 1 X4 (R) 0.6.0 \ 1 4 0 8.0.0 1X4 (R) = 4X6= 2.5X4= 2.5X4= 1X419 1 .5X4 Ill 4X4= 2X4111 4X6= 1 .5X4 M 2X4111 W—HS2510 = 2X4111 18-5-4 Over 2 Supports j R-1007 W=5.75' R=1007 Note: All Plates Are 3X4 Except As Shown. r k, CUQ�� PLT TYP. 20 Gauge I-IS,Wave TPI Design Crit: TPI-1995 STD 7.0 4 , ,Y 1 R Scale —.375' Ft. ••NANNI IIG•• I.USSTS .roU I.I III.IHf CA.[ IN IANP IPA I IGO. nA.DI 1NG. SNIPPING. 1051ALII.G AND D.AtI.G. '•. v C L L 4 0. 0 P S F R E F R 0 8 1-- 47057 WA: 10 NCl1 1 01 IOUIIOI NG [OMPOYC.I SAR Ir LFD.MAIIoa. FUR 141Co .. 1/1 1[Ilusi PINK I.1,11U1(. SD] _ nr l00. Iu013oN, .I sl+Ifl A+D YI[A (NOOU I.0 S3 COU.cll Or .rRa[A. QOU In [.L Is[ lY. nAoI SD., NI SSI1r1 To. SAr1Ir P..c IICI5 ..I O. ID PI.r O.NIn6 111[SL FUNCTIONS. o.11 SS 0111TN YI sI 1.0I[.11u. : 1iJ 0 1 •�• D L 10 .0 P S F DATE 121 1 3 / 0 4 rOr [IIOND slue M..f ..nR.lr AIIAau. SLIIc IU.AI Penis A.. NDlion [110.0 LAll IArl A Warta. AII.CWG . Iclo cu Ll.c. i BC DL 5.0 PSF DRW 11cusa081 04348007 ••IMPb11rANT•• rU.NISo A con Or tills DI SIG. ID bq IH Ll1M ln. fO. LAt10.. AT .In UGI IqD ALPINE r.OpIC13, LC. fHAll .DI n.ISIONSID11 Io. A.r DULIIDN IT I. Ol51cY: ANr IAnun IO.0 ,o Inl •' TA E ;'Q LL 00 PSF HC-ENG VB/AP 1 .USS IN CO.r D.I4.C( .IIII 1.1. o. r.N.Ic.II.G. xA.DI IND. Sl.1111NO. I.Sl A1LINU 5 o. ACING DI I WI nl SloN CONrO.MS W IN All CAN 1.Or"1"Nf DI .11 IN 'TO D[SIGN IN Ir1 A IN, CID.ANf -oI or r0/IN/14f.A (Y,II/S/.1 .SIx ANSS D.A DI Nn/NO l.. [/N, sl DAIr. sI[11. .. r . TO L D 55 0 P S F S E 0 N- 14934 .tAlls Io IALII FACT 01 I.o Sr A.D. umcss omr.N15[ IOCAl10 ON INIS Oil....: POS111DN I. IT ...... INo' AAA 7.i,,.�Enpjjnmcd Prbdutll. lnt. •N.INSrIGID. M gA•Tf roll N.ro Nr (11 SPuI Nl .0 AN.Ir Aforrrr.3A SIAI O. I[• /.•(�R . FAC . 1 .00 FROM AS O.A.IN0 rNU1GI11 ACCt.IANGI or r.0rl'1SIrl.Al IND LII .I .G .r Nr0.51N 11[ll Lill, ID. W 1. II