The URL can be used to link to this page

Home My WebLink About207 Clydesdale Cir 04-765 SFRPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)85779101._ CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER _ } i FEE SUBDIVISION PE RMIT • 7 6 DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE City of Sanford Certificate of Occupancy This is to certify that the building located at 207 Clydesdale Cir., for which permit number 04-762 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: T. Lilly Engineering: D. Sweet Public Works: R. Buckner Utilities: R. Blake Fire Department: N/A Zoning: N/A D R Horton Property Owner 05/25/2004 05/26/2004 05/25/2004 wi.05/25/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 5/21 /04 04-762 207 CLYDESDALE CIRCLE BAKERS CROSSING D R HORTON MIKE 407-402-4625 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. .,,4�lfngineering El Public Works []Utilities t)K IX sWWW j/a 1 . 5ftde* ❑Fire N/A ❑ Zoning N/A OLicensing N/A CONIJITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I1_ .r -./ _. _ CERTIFCATE OF OCCUPANC DuPlQ- �113 REQUEST FOR FINAL IN�SPECTION� �C,n6r **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 5/21/04 04-762 207 CLYDESDALE CIRCLE BAKERS CROSSING D R HORTON MIKE 407-402-4625 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 ublic Works ❑ Utilities ❑ Fire []Zoning _ ❑Licensing P1610 N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ; SINGLE FAMILY RESIDENCE / DATE: 5/21 /04 PERMIT #: 04-762 ° ADDRESS: 207 CLYDESDALE CIRCLE! BAKERS CROSSING 61 CONTRACTOR: D R HORTON Q' BSc. `S., tt's•. ¢e <b PHONE #: MIKE 407-402-4625 LZ V b` ct The building division has prepared a Certificate of Occupancy for the a 6#e 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 Utilis— es ❑ Fire []Zoning _ []Licensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD 5/24/04 Address Misc. Information Maintenance 12:31:10 Location ID . . . . . . . 230495 Parcel Number . . . . . 18.20.31. - - Alternate location ID . . Location address . . . . . 207 CLYDESDALE CIR Primary related party SCOTT JOHNSON Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 1.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 12804 2.OU CSVC UT BP 4-762 PD 1-2 -04 SEE REC 6497 _ 2804 —7.O6 CSVC UT 4"WA METER SET FEE $190.00 PD - 3-04 _ —1-8 4.00 CSVC UT REC 6497 _ 12804 — 7.00 _ 97-00 �� More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E i 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., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 207 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 53, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ##° - ##' - ##.#W' or ##A####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME 83. STATE ' SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL I B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVEIREVISED DATE 138. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12029400415 E 4117r95 4I17195 X 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe)' NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram . accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARAE, ARIA1 A30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used, If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or enclosure) 33. 1 ft.(m) o b) Top of next higher floor 42.4 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A _ft.(m) o d) Attached garage (top of slab) 32. 5 ft.(m) 00 E 1 o e) Lowest elevation of machinery and/or equipment ca W servicing the building (Describe in a Comments area) 32.5 ft.(m) o 0 Lowest adjacent (finished) grade (LAG) 32.2 ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) 32. 8 ft.(m) �. o h) No. of permanent openings (flood vents) within 1 tl. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: GALEN K. BELL LICENSE NUMBER: 4224 T N TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC: ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 5/20/04 (407) 426-7979 6 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 207 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 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. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is —ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, 9 available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are conect to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -Issued BFE) or Zone AO. G3. ❑ The following information (items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: — G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: — LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 53, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS_ OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: DHI TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA MICHAEL J. COOK AND CHERYL & YOUNG FIRST HORIZON HOME LOAN CORP LOT 52 ^ PC 119.69' ;�Fo�o\I� 1"=40' NON RAIDAL 30 E _ J 10 _ N I A '. i ��Q�9.°y199�(C� c a)S° 9J• °'� GRAPHIC SCALE '00S89'34 s°op 1?0, °°' o 20 40 L Lr_I Ld I— QN N _j d tf ) 0 F-r CT1N 0a O z z FENCE IS 2.0' ON 6' WOOD FENCE I I ro 3 x3 I v A/C PAD — I SJ.O 3a.5' 1. TWO S,OBRLOCK 1 CON �I FRAME 1 RE40ET1 .pR o FW6H N 1 I .,. EIEVAT10N.33.10 1 :p: r..:•. Q; 53.6 - 41.8' ' 1 I I I I az z2 w IJ I 1 I I 1 i i I ow I So 1 1 I w � 1 O O 1 I I I I 1 i LOT 53 1 1 I I L------------------. 20' ENVIRONMENTAL CONTROL EASEMENT WALL IS 3. V OFF N 89'35' 18" I 1 I '6 41 ,.>;T-;•,,. ;:,. R1S98o� S8o,1155"E i'.�c:,. PT CIW / C� °Ss0?. PC I RIGHT F OF WAY l . WALL IS 2.9' OFF W 74.23' BRICK WALL TRACT "I" NOTE: LANDSCAPE BUFFER 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 05-19-04, 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 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 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. THE WESTERLY LINE OF LOT 53 AS BEING N00'25'29"E PER PLAT. (FIELD DATE:) 2-16-04 SCALE: 1 = 40 FEET APPROVED BY: SJ JOB NO. ASM43175 DRAWN BY: REVISED: 5-19-04 CKB 30ARD 2-23-04 CKB :D PAITO 1-6-04 JML PLAN 11/26/03 JML A\ 1 tx- LOT 54 NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LEGEND BUILDING SETBACK LINE — CENTERLINE RIGHT OF WAY LINE 4 EXISTING ELEVATION CONCRETE LB LAND 'SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8a6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 Oj 6=22*15'35" R=64.00' L=24.86' CB=S28'31'41 "E C=24.71' QFND NAIL AND DISC LB4671OS190 a ( / / 4) OFND 1/2"IRON ROD AND CAP LEIa6393 (05/19/04) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION .. POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA FOR ^ ,L THE 04 FIRM LEN K. J4224 1 DATE \~ dZ ' - -(-b / COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD �h^L^ STATEMENT NUMBER 104-75831 DATE: ``1'"/u�� BUILDING PERMI � RA§- .jf�� "' (CITY) COUNTY NUMBER: UNIT ADDRESS:`�-----------------------_---------`---------'- TRAFFIC ZONE: JURISDICTIONL 0A SEC: TWP: RAG: PARCEL: SUBDIVISION: CFpdSS/N(- TRACTo - -------------------------------------- PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: � \7��r- ADDRESS: -------��l�� APPLICANT NAME: LAND USE CATEGORYx 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction ,_--_-------_-_------_------_---------------------------------_-----------_--_-- FEE BENEFIT RATE FEE �NIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS � ------_----_-------_--_------_---------------_----_---------------------------- ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.0O ROADS -COLLECTORS NDRTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS) CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE $ 2.285.00 STATEMENT / ^ / \ � RECEIVED BY: L yv�/�� _-------------------- SIGNATURE: _--------_-_---------_---__- (PLEASE PRINT NAME) DATE: ^�/^�/_�� ... .... --7^�--/' .... -- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT ' IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERM PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYS7EM AN�/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVEN\}E CANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** 1118i If ut If elEi II tili li hilt II iil li it[ � � Ii l� t� ut i�,>li � �� MARYANNE MORSE, CLERK OF CIRCUIT COURT THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 SEMINOLE COUNTY BK 0517E PG 0446 CLERK'S # 2004010990 RECORDED 01/23/2004 01:03:0 AM RECORDING FEES 6.00 RECORDED BY S O'Kelley 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(s) 53, 79, 86, and 89 Bakers Crossing Phase 2, Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Ex iration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.F by: (Corporate STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 9a day of , 2004 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a�elaware Corporat n, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid oeL� 4aryy OFFICIAL iVGTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMM =ci(`f !7, YF, 1TJLY 26,2006 Notary Seal CERTIFIED COPY WIARYANNE MORSE GLERK OF CIRCUIT COURT 4131EMV.FLO W • �? :'� las .. ate•+' CITY OF SANFORD PERMIT APPLICATION 2- U Permit # : 0 4 Date - Job Address-, �C �f (� cPSCC� L t G� 2 �� i 1__ Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addidon/Alteration Change of Service Temporary Pole w Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential _k::L Commercial Industrial Total Square Footag ; Construction Type: # of Stories: cP # of Dwelling Units: �_ Flood Zone: (FEMA form required for other thaw X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: 62 2 Phone: g Contractor Name & Address: State License Number: Phone & Fax: 01 — q ontact Person: Q_ry' Phone Bonding Company: V_ Address: - Mortgage Lender: tAA'), Address: Architect/Engineer: Addre1 t�R 1 1�'� £ F�1 t Phone: 4 G1C7 Fax; ss�it3 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 be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies, Acceptance of permi v t tion t at I will notify the owner of the property of the requirement+of Florida Lien , FS 713. Signatu a of Owner/ t Date Signatu a of Contraator/Ag t Date Name' / r 1 I Print I'ATRICIA COULTON I 4 �V PATRICIA COULTON V NOTARY PUBLIC STATE OF FLORIDA NOTARY PUBLIC STATE OF FLORIDA Own r/ OM. I�OrSNo, nNa1O�. DD134330 COMMISSION NO. DD1343M .W-42 ""C71 rAwin�9, fA Contract r/ VriLf;i 5ger�o'nraldy. �,�YrPfp2bb6 Produced 1D APPLICATION APPROVED BY: Bldg. Y Zoning: Utilities: (initial & Date) FD; (Initial & Date) (Initial & Date) Onoitial & Date) Special Conditions: --------------- `--, \ q .r l D. CD., R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT 33 SUBDIVISION: BAKERS CROSSING ADDRESS ( C'ffFC,� �/ST BUILDING APPLICATION �e7/ER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J1 DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT .J CITY OF.SANVORD ` P.O. $ox 2847 SANr, ORD, FL 32772 PHONIC N (407) 330-5630 FAX It (407) 328�7367 APPLICATION FOR UTILITY SERVCCI? AC ("'0UN'I' (FULL NAME) SERvIa, ADDRESS oqo:7- e j L'rd P S AN roe j'-� I` L `3aq� 3 MAILING A.DDRESS(p250 6-�c� a�-��rLn TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE C)rJJ'��1� COMMERCIAL a i WO R K440-- SG�,=-q j o SOCIAL SECURITY## �A HOME## OWNER OF PROPERTY D .'2 . 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. IN ORDER TO TRANSFI PROVIDE PROPER IDEP PAID AT THE TIME. WHEN TRANSFERRING {V SIGNED; DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL DEPOSIT T T TO ANOTH E NEWAPPLI ICE ADDRESS I MUS DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE Limited Power Of Attorney I hearby name and appoint: Craig Coulton and r each agent's of D,R. Horton Inc. EC) FT To be my lawful attorney in fact to act for me and piy t The Building Dept, of; �. �'" j (� Y) ;6 r For a residential permit for work to be performed at: Tb . Lot # Subdivision ;�,��s rocs Address: _aD SAa IP Cji-6- Safi � Uc� F-C 5a--`�45 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd OBC055300 Contractor State Registration Number Signature of Contracto This foregoing instru e t was acknowledged before me this; Date; By: Richard B. Ladd ( Contractor ) Who is personally knowknowA to me, State of FI County of Notary Public S Notary Seal PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 53, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 53 CONTAINS 17,323 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 732 SO. FT. t TOTAL SOD 14,484 SO. FT. t LOT 52 n PG FS' � 119.69' � 11 a rn o ,,,, Q .�A _ 3�� NON RAIDAL S89'34 30' E >oN'L�•�\ C(\�QSp9 Jyl�� GRAPHIC SCALE �' �9� °' ``q ,��A°s 20 40 34.4 41 PRoPo52g79 _.. ?' H �R�.5 809.E _ PT S89'17 34 E 06+ - — - - - MODEL FLOOR Ao o FMISHED 32.0 i b 2.1 ,. ,�. CB 4? 00, �5.65^ �l - C a °?• PC �":� gyp, e4 as o ELEVATION= o - t^q G ++ O) �J CENTERLINE OF y,3-• SF'�T�/l 9• Ode RIGHT OF WAY j 53.0' 41.8' n � i yO9 n, 'V r j 3�6 w LIJ j I— 0) j _j Ln �� Cn N z� ~oa o a I '�, LOT 54 z z 5 -'0 'Z' m 00 O O I N j O � O I j `o PIhiS REVIL,�VE, . LOT 53 1 I DRAINAGE TYPE B I i CITY OF SANi)1 j i L------------------------- L- 303 20' ENVIRONMENTAL 293 A=22'15'35" CONTROL EASEMENT - 1 O R=64.00' N89'35'18"W --------- - L=24.86' 74.23' CB=S28'31'41 "E PREPARED FOR: "I" C=24.71' TRACT DR I�ORTON LANDSCAPE BUFFER BUILDING SETBACKS LEGEND FRONT: 25' REAR: 20' — . — . — . — . — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH SIDE: 5' - - CENTERLINE POB POL POINT ON BOUNDARY POINT ON LINE SIDE STREET: 15' RIGHT OF WAY LINE XX PROPOSED ELEVATION PCC - POC POINT OF COMPOUND CURVATURE POINT ON CURVE PROPOSED DRAINAGE FLOW OR PD OFFICIAL RECORD PLANNED DEVELOPMENT 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE 6 DENOTES DELTA ANGLE PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS L C.B. DENOTES ARC LENGTH DENOTES CHORD BEARING LS PRM LAND SURVEYOR PC DENOTES POINT OF CURVATURE THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PCP PERMANENT REFERENCE MONUMENT PERMANENT CONTROL POINT PI PRC DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (P) PER PLAT PT DENOTES POINT OF TANGENCY THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (M) MEASURED TYP TYPICAL LIST FOR CONSTRUCTION. (CALL) CALCULATED A/C AIR CONDITIONER ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FND C/W FOUND CONCRETE WALK CBW RP CONCRETE BLOCK WALL RADIUS POINT FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES S/W SIDEWALK R RADIUS ONLY. THIS IS NOT A SURVEY CP PB CONCRETE PAD PLAT BOOK CS C CONCRETE SLAB CHORD LENGTH THIS IS A PLOT PLAN ONLY PGS 50. FT. PAGES SQUARE FEET R/W RIGHT-OF-WAY I HAVE EXAMINED THE F.I.R.M, COMMUNITY PANEL NO 120289 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 53 AS BEING N00'25*29'•E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 40 FEET APPROVED BY: SJ AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8b6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED. EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1Z- I;�111NNIIIIBM JOB NO. ASM43175 DRAWN BY: PLOT PLAN 11/26/03 JML AM R. MUSCATELLO JR. • PSn4938 DA 3017 TD Fai' . Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install Contract Number u! AND ADDRESS IName Address �1�_ Phone & Email INSTALLATION ADDRESS,. LOT 5 SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount I 1 11, 11 1 (First payment due on the Install Anniversary Date) Any payment deemed,30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will, warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification And Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed S1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GO`�El3N'IiE RELATIONSHIP OF THE PARTIES, Apex Representative Signature Date_, 4ustomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DOwElancot 1 Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2, monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4, during those years, inform the Customer oft a, any new or Increased termite activity noted at the Stations b. any addition or, removal of Recruit* of Recruit* termite bait; and a any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month oblt lactiv Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this g The Sentricon agreement for er quarter (3mo period) payable on or before the end of the previous monitoring period, the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount not o After per year. to exceed I O /o The Customer warrants full cooperation with Apex during the term of this Agreement, and a tees to baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood soil contact, stands v under pier type structure, or as noted In'�Special or Additional Comments", g maintain the s�water eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise In standing u titer. The Customer also agrees to notify Apex of and the area(s) baited. At no time will damage caused to an ' Insect Infestation, be the responsibility of Apex in areas where any of the conditions described In thi � to, onto, or under' y portion(s) of the Structure(s), even by an active wood destroying. of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibilityand s Paragraph exist. Failure. DISCLAIMER; COMPANY DISCLAIMS ALL OTHER W under this paragraph; INCLUDING STATUTORY W ARRANTIES, MS HER EXp MERCHANTABILITY, FITNESSAFOR gIppRT�ULAR SPECIFICALLY DISCLAIMS RESS OR IMPLIED; FURTHER, COMPANY HAS MARE NO PURPOSE, OR W A1�1Y 'IMPLIED WANTES. OF SERVICE PROVIDED HEREUNDER THATAFFIRMATION ON OF FACED T OR PROMISE E RELATING TTY OF O THE DUCTSERVICE, Customer expressly waives and releases any clalms In any lawsuit, arbitration TO THE PRODUCT OR negligence, torts, personal Injury, death, violation of any statute, rule, or regulation loss EXPRESS WARRANTY, Apex or compensatory, lheldental, consequential, exemplary, other legal proceeding against Apex for event shall Apex be liable for any amount greater that amount paid id the Customer 'of use, diminution of value, economic, P ry, punitive, liquidated, treble, or special damages if any kind, and In no, to Apex for the service to be performed. 0 0 SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a phystclan if necessary regarding any affects the Property treatment may have and (2)it Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception. 1 DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that; All components of the Sentricon *System (Components) are and will remain to property of DowElanco, The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco. or, Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex wlllt (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 Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Partles) agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different•form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;,(5)retricve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of it different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial installation, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termitlelde being applied on or close to the location of any Station, or; (3) soll is removed or added around the foundation, or; (4) any tampering -of baiting equipment or suppfles occurs, the Customer will immediately notify Apex In writing, Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by 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 is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex Is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fueUor materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex, Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not x, responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade willaltenot be (3)termlte damage resulting from direct wood to soli contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customers evidence of receipts. ARBITRATION, Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dlspute to the least expensive procedure of arbitration In accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance With and subject to all, tha 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, The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndivid-unl•bas(s and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties any no other representations of statements will be binding on the parties, REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b able to prevent or stop further damage to Propert relieved of any liability hereunder If Apex determines, In Its sole discretion, that it is un 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 writing t The Apex Corporate Ofilce. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the identifle Property for any purpose contemplated by this Agreement, Including but not limited to re-lnspectlon, whether the lnspectlon was Identi le by the Customer or considered necessary by Apex. te LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date, initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex After within h . (thirty) days of the transfer of the treated Property, *Trademark of DowElanco Brevard Area 508 S Plumosa St. Merritt Island, FL 32952 407.459-2847 800.929.2847 Orlando Area 7006 Stapolnt Ct, #G Wlnterpark, FL 32792 407.8S8-0540 888.764.2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813.221.2847 877-459.2847 L__ CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT p I, Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) p 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: o a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. a b. Floor plan Indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoko 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) p Co Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. o d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. o c. Framing plan for floor Joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. 0 f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. p g. Stair details with tread andriser dlm6mlons, stringer size, methods of attachment, placement of handrails and guardrails. 0 h. Square footage table showing footagov GaragcVCarports ,_ .1 _ S.F. Porch(s)/Entry(s) F. a Patios) , 73-7—S.F. Conditioned structure 2. S.F. Total (Gross Area) S,F, 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils appear to be'unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 5. Other submittal Documents: o a. Utility letter or approval when public water supply and/or sewer system connection to be made. o b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Bivd,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. 0 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. Llntol- tie boneas - 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 plumbing final 14. Building final . 15. Other DATE SIGNATURE (By owner or AuthoiVd Agent) Permit # :_ 6 Job Address: —a Description of Worh: Historic District: Zoning:. CITY Or, SANFORD PEiIMrr APPLICATION x Value Of Work: W Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarnn F'ot l Electrical: New Service — # of A„MPS Addition/Alteration Change of Service Terflpoeb�;r P®le _ Mechanical,' Residential Non -Residential Replacement New (Duct Layout L Energy Cal&, Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of War Closets Plumbing Repair— Residential or Connmer6al: Occupancy Type: Residential � Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form rcaultre:d for c,t:lir.r. flara "�} Parcel #: (Attach Proof of Ownership A. Legal Description) Owners Name & Address: Phone: Contractor Name & Address Phone & Fax: Bonding Company: Address' 1lortgage Lender: ;address: y Architect/Erigineer: Address:-.. _ License Number-AVJuM"JL %A• Lam''' "ww' ,PA)74rridAf i P Phone: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has con-tn'tew:ed prior u; the issuance of a permit and that all work will be periornied 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 compliancewith'all applicatfl(-. )xw!� r cj�rrl 6ng construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT T)t?' 1'4i OP )1/:; VU4G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR Al ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this prope, ty this county, and there may be additional permits required from other governmental entities such as waier r ageme 1Y Acceptance of permit is verification that 1 will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date Oxvner/Agent is _ Personally Known to Me or Produced ID NITLICA1 ION APPROVED BY: Bldg: Coning Initial & Date) Conditions: _---. may be found in the public records of cts, state agentj.e3; 2`r fodei vl agencies. FS 713. a_ bO Date not Contractor .�oent's Name Signature of T o_n State of Flonda Date Contractor/Ace-.: iS Y —1 rsonak,' Known to Me or Produce,::) I D:— (Initial & Date) (Initial & Dale) (Initial & Darc MIRINDA C. TURNER EXPIRES: June 14 2007 Bonded 1hru Notary Public underwriters 5-06-203 / : D9AM 1-kUm W�(jr p:'Yy ..•d �- 'Irk'r,V,'��M(!:Y�.'t.Y;/M:,..�,�u.•y.:tl l.�i l: w....,::,�`�: :.'•..., .�.....�.�.•.,,.� .. CITY OF SANFORD PERMIT APPLICATION I //-� A ,Dat �Z7�d0q Permit # : tCJ ,!/ n 0( Job Address: Description of Work: Historic District: Zoning: Value of Work: S Permit TYPO; Ruildjgli; ,,. — Elcotrical </' Mechanical Plumbing _� Fire Sprinkler/Alarm Pool riglIr T1c111: New Sefylco — of AMFS Q Addition/Alieratlon Chanbo of Service Tempor&ry Pole Mecb4n1eo1: Residantial _Nop-Resi ontial Replacement New (Duct Laynul &'EnagY Requlfed) Plumbing/ New Commercial; A of Fixtures #t of Watcr & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets.- Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: # of Stories: is of Dwelling Units: Flood zone: • (FEhiA form requirod for other thsn X) Construction Type: ._.. -' (Attach Proor of Ownership B Lc al Dt�cripdon) Parcel z: T (J E13V Owners Name & AdVess: ��• �7 — %( — a� Contra tar Name 6r Address: 'tom. t eN • ru ( titatc /L,icu'nse N,umhcr: YhhLou�a L6ciFax: y�0Z� =h Contact Person: mriding Company:— Addrexs: _ . -- Mortgage Lender: _ Address Phone. ArchitecUEngirieer: — Fax: . Address: Application is hereby made to obtain a permit lu do the work and installations as indicated. I certify that no wink or instalbnon has corr nenetd prior to the issuance of a permit and that all work will be performed to meet standards or all laws regulating canxwction in this jurisdic �.j u7�� d' d t a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEM AIR CONDITIONERS, ete. OWNER'S AFFIDAVIT: I eeniry that all of the foregoing information inaccurate and that all work will be done in compliance with sit apylicuble 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 WrrH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of thin permit. there tray he additional restrictions applicable to this proycrry that tmy be found in the public records of this county, and there may be additional permits rcquirod from other govemmenral ca4ntics such as -titer rrtartagetnent districts, stare agencies, or fcdeml agencies. Phonc: 'j LI ' '7 7� Acceptanc:c of permit is verification lhar I will notify the owner of the property of the rtquiremcnts o 1oricla urw F1713. Date Siznutt of Contrsctnr/Abc11t Date Signature of Owner/Agent a Signature of Nutary•.Sule of Flnr da ent.., NPr Print Cnhlor/Agm 2Print Owner/Agent's Name lonRignfNuw y of Fda Dutc htu (.)wrier/A,Gcnt k Periunnlly Known 14 Mt ur (,:vn1mctnr/A;cnt is = r'r.r.nnaily Known tv Me ()r Yruduwti 117 Producvd lU AP1,LICAI'lQN'A1'PI(0VE0tIY Illdg:_—_.. Luuing:, .• Iailiuuz:_—_-., hU._.. (IIIi(i:4I b:' I)all7) (II11lIYI B: D'JIC) (IILUaI K D'itc) (Ilunal L I)3tcI spck;wl Condilinrts Marie A. Zettleinoyer Commission #DD221380 M::Q= Expires: Jul 15, 2007 q . • . , . P ; Bonded Thru OF F� O Atlantic Bonding Co., Inc. REVISIONS PERMIT # 04_- ADDRESS 2 %� C I -,,/CIeSdC CONTRACTOR ra DATE IL Circle PH #�`r�� " Y"�S� - '7IO� FAX # DESCPRITION OF REVISION: UTILITIES FIRE ,, ►4 1'1 1 - BLDG a PL®T PLAN DESCRIPTION: (AS FURNISHED) LOT 53, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 53 CONTAINS 17,323 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 998 SO. FT, t TOTAL SOD 14,218 SQ. FT. t LOT 52 /CPC F I C' 0 i1 'p �� O 119.69' 30 ws� ow` P°89�`tif-9^9 i NON RAIDAI '� 1 pNONj O, �\ CEO BSOO400 0, C"i GRAPHIC OSCALE S89.34 30"E '%p 0 0 20 40 ds, 3440.\� c- .. �� SO 09 \ PT 589'17.34'E ^ PROPOSED /nI �_\ MODEL 2 FLOOR Cg v2 00. 06.—Al - _ �j - 7" V Ao 2.Y \ O . \ V PC ELEVAT ON=J2.0 0 S O, \ ' 0 a;`t^ \ q L . Ca4 )sS 1 CENTERLINE OF p.S '\ 91 O,e RIGHT OF WAY 56 OO' /"/ 30J Ftil t 53.0 / v ,\ 0 w w t- i— rn Q� N N _j 0- CT) N 1— O Da O z z PREPARED FOR DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' LOT 54 LOT 53 DRAINAGE TYPE B I � I i I L_________________________L_ 20' ENVIRONMENTAL 29.3 ' CONTROL EASEMENT N89 45'18"W----------- PLAPVS REND, WcD TRACT „I„ -#Ty OF $AN,FO RD LANDSCAPE BUFFER I1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 53 AS BEING N00'25'29"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 40 FEET APPROVED BY: SJ LEGEND Oj 0=22'15'35" R=64.00' L= 24.86' CB=S28'31'41 "E C=24.71' — . — . — . — — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH — — — CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE — — RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE 'APROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT O CONCRETE Zs DENOTES DELTA ANGLE - L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE (P) PER PLAT PT DENOTES POINT OF TANGENCY (M) MEASURED TYP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB - PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY SO. FT. SQUARE FEET 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN: 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. l-( AMERICAN SURVEYING & MAPPING] n'� FOR CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 111V/ THE 320 EAST SOUTH STREET, SUITE 180 f FIRM ORLANDO. FLORIDA 32801 (407) 426-7979 WILLIAM R. MU CATELLO JR. PSM#49 8 DATE JOB NO. ASM43175 EVISED FAITO 1-6-Oa JMl DRAWN BY: IPLOT PLAN 11/26/03 JML CI I'll' OF SANFORD 1'I;lihll'I' Al'I'I.IC,\'PION 11crntitIt dI)/�'Oy ------ — ----- Jnt) Address' —2— 0-) C I� °l Q J Description of Worl'' -- �.- ----- --- -- -- Historic District: _ %ouilig: _— Value of \Vurlc:_-- Permit Type: BuildinL; —_ Flcetrical Mechanical —_— Plumbing _ File Sprml;lcr/Alarm _ fool Electrical: New Service - A of AMPS Addition/Altciation (.ham ,e of Scrvicc _-__-- fcmporary Pole Mechanical: Residential Non-Rcsidenti il Replacement New __— (Duct Lavout & l.'.ncriry Cale. Required) Z Plumbing/ New Cununercial: It of Fixtures II of Water G. Sewer Lines Y, of Gas Lines Plumbing/New lZesidenlial: # of Water Closets 3 I'lumbing Repair - Residential or Commercial Occupancy'rypc: Residential Commercial Industrial Total Square Foota"c: Construction Type: It of Stories: 11 of Dwelling Units: Flood zone: _—_ (FEiMA form required for other than X) Parcel ti: _ (Attach Proof of O,rucrship 1,cgal Description) Owners Name S< Address: Phone: Contractur Nahh11yf V A�lI AV.. / 70 p .TO. D�620" , -State License Number: l � �L C7. f _p Phones Faz: OVIEDO, FLORIDA 32762-0027 Contact Person: e,( _ADVANT/! ULUMBING, INC. Bonding Company: 366-3994 h p,0i BOX 62002 2 27- Address: t407) 366-3994 Mortgage Lender: Address: Arehitect/linginecr: Phone: Address: Fax: Application is.hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to d,e , 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, PLUM151NG, SIGNS, WELLS, POOLS, FURNACI.-S, BOILERS, 11LATI RS, TANKS, and AIR CONDITIONERS, etc. OWNFR'S AFFIDAVIT: l 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 CONI1s^,I:NCEMENT MAY RESULT IN YOUR PAYING TWICE, FOR IMPROVEMI NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT ICE OF COMMCNCISMISNT. NOTICi_: In addition to the requirements of this permit, there may be additional restrictions applicable (o 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, slate agencies, or federal agencies. Acceptance of permit is verification that 1 will notify (tic wxner of the propcny of the requirements o01 1 ri' ❑w, FS 713. Signattuc of Owncr/Agent lute Signattuc of :u uta n};cot Print Owncr/Agent's Name Print Comuac oriisJ;ent':: Nan,c Signature of Notary•Siatc of' Florida Datc Sii;nalmc of Nou'ry-State of Honda MARTHt A THALL Notary Public, State of Florida My comm, ex�, Feb. p1, 2008 Owner/Agent is — Personally Known to Me or Conuactor/ngcnt i>_ Pcrsonally�:`ylrpie PI„ 25g139 Produced ID I'roduicd II) 'tYYIIJJ�4 LJ{J APPLICATION APPROVED L'Y. Bldl;: — Zoning: (Initial -, [);tic) Special Conditions: _ (Initial & Date) Utilities: f D: (Initial l: Dalc) (Initial s Dale) 10-03-203 9:52AM FROM P.1 gl- CITY OF // ^^ *-� SANFOIRD P$liM1T APPLICATION i Permit # :_ � lil DatC ,lob Address; Description of 'Work: , j Historic District: Zoning: 'Value of Work: S f A vor—c�g� Permit Type: Building Electrical Meehtutical Plumbing Fire Sprinkler/Alarm Pool Electrical: Now Servioc — # of AMPS Addidon/Alteration Change of Service Temporary Pole Mechanical; Residential Non -Residential _. Replacement New (Duct Layout & Ettcrgy Cale. Regtrirec) Plumbing/ New Commercial: # of Fixtures Al of Water & Sewer Laney # of Gas Lines Plumbing/New Residential., # of Water Closets Plumbing Repair — Residential or Corn_ mercial Occupancy Type: Residential +� Com=rcial Indus4UI Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: )Flood Zone: (FEMA form required for outer Rhin X) Parcel #; (Attach Proof of Ownership & Legal Description) Owners Namc & Address: Phone: Contractor Ngmu tit Address: ' %fd.n ��: o� Pratl! C-17LI A/1 Stutc 4iccasc Number: p 7s Phone & Fax; /'�. �'_ O-t�-OContactPerson; Bonding Company: Address; - Mortgage Lcndcr: _ r Address; Architect/Engineer: Phone: -" Address; Fax: - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify chill 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 ihat a separate { permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNAC � g��q��E gRS, TANKS, and. - AIR CONDITIONERS, ctc. �litllT1dS `��TQ i _ , { WN 'S AFFIDAVI : I certify Char all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws rcruladng construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN 1'C)U)i I'AYIN(, ` TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, 1F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN j ATTORNEY BEFORE, RECORDING YOUK NOTICE OF COMMENCEMENT. ` N T( E: In addition to the re uirement< of this q Pcrmit, there may be additional restrictions applicable to this property that may be found in the public record, of this county, and there may be additional pc -nits required from other governnienWl entities such as water management districts, state agencies, or f decal agencies. • ACCtlptance of permit is verification -that i will notary [he owner of the propeRy of the requirements of Florida Lien Law, PS 713. l l Signature. of Owner/Apenf Date ". $icn;uure of ContractoriAl;eut ale Print Owncl/Agc is N;,me Signature of Notary -State of 1, lorida Datc Owner/Agent is �'crsonally Known to Me or Produced ID ThQmac Warrl „ Print C: actor/Agent's Natnc Signature o' ary-State of f)uri Uatc for p Bonny G Logan My Commission DD201551 Contractor/Agent is _Zcrsonally Known to Expires May 17 2007 _ produced ID APPLICATION APPROVED BY: Did Zoning! Ut lilies: FD: (Initial & Date) Orlittal & Date) (lnilial & Date) (Inili9l & Date) Special Conditions; _ Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xls PAGEDESCRIPTION DRAWING # /REPORT # SERIES INDEX 1 MASTER FILE NUMBER 1 ; JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 2 INSTALLATION DETAIL WI#8 SCREWS HORZ. SLIDING, FIN WINDOW IFLEX0028 11000 3 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION FLEX0029 1000 INDEX MASTER FILE NUMBER 2 FLEX0020 I1000 4 IINSTALLATION DETAIL W/TAPCONS HORZ, SLIDING FLANGE WINDOW INDEX' > MASTER FILE NUMBER 3 FLEX0026 1000 100 2000 6 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS F LEX0026 1000,1500 & 2000 & 6 INSTALLATION DETAIL W/#8 SCREWS INDEX 7 MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0018 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 1000 1760 rl: 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1760 & 2000 INDEX 12 . MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 500,1000 S 2000 13 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS IFLEX0027 1600,1000 & 2000 INDEX' 14 ..MASTER FILE NUMBER 6 .. FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES ' iHMFINTR 1000/1500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1 HMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES . 1HMFIN 1000/1600 19 FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1.600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFIN 1000/1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFLG 1000/1500 22 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFLG 1000 / 1600 INDEX MASTER FILE NUMBER? 2HMFINTR 2000 23. FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS! DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFL 2000, 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2VMFLG 12000 � �Pivs �ri ©rR��'�� R® Page 1 of 1 - miiemastem.As IwoALTIY WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-194.9-2 48 1/2" X 84 1/2" ,SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-21072089-1 180" X 96 3/4" - -SER. 1000 SLIDING GLASS. DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1/2 IISER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING BY OTr ERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE t WOOD BUCK STUCCO J 9Y OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP) (SEE NOTES) WINDOW HEIGHT PERIMETER CAULK — BY OTHERS ONE By WOOD - SUCK BY OTHERS CAULK 8-- WE-N WOOD BUCK I HAS 'Y. OPENING BUCK WIDTH BY OTHERS . SHIM AS RED'0. INSTALLATION ANCHOR FLANGE TYPE I/4' MAX. - 3/16' DIA. TAPCON WINDOW FRAME (SNOTES) $r.OVN (SEE NOTE 9> JAM9 INSTALLATION DIN ANCHGN 3/l6' DIA. TAPCON SHOWN (SEE NOTE 91 CONCRETE OR MASONRY OPENING BY OTHERS CNICDK.T j U n I� INN' I-1/4' MIN GLASS (7YP.1 EMBEDMENT (SEE'NOTES) IV\ 0 CAULK BETWEEN WINDOW FLANGE t WOOD HULK PERIMETER SHIM AS REO'D. CAULK I/4• MAX. BY OTHERS (SEE NOTES) WINDOW WIDTH 1 FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADER WOOD BUCK t SECTION Bp MAS'Y.OPENING 6Y OTHERS WINDOW WTH. BUCK HEIGHT WINDOW HGT. I K. FLANGE TYPE 1 WINDOW FRAME SILL EL1 VATION ° VIEWED FROM EXTERIOR 17 v SILL STOOL d BY OTHERS � 04 CAULK B-TVEEN %,INDOV FLANGE PRECAST SILL �`` t PRECAST SILL " Br OTHERS W/VULKEM 116 ! M ADHESIVE CAULK OR APRpvED EOL. SECTION A —A �i��'y 1�' ' .� �� P� � F 2 12002 PREPARED 9, PRSDUCT t APPLICATION E14I•.EERING. TAPCON LOCATION CHART CALL TIP TO LOCAIANS IN HEA,J I LOCATIONS IN JAMB so �� UP I PSF TO SIZE TIP 9 7 022 74 X 26 C.0 C.0 I,J Ili 023 74 X 38 3/8 C.O 1 B C.C.E I,J.K.L I.J,K,L I 024 7, x S17 5/6 C.0 B.`_'.O.E I,J,K,L 2 t o I/4 X o .L �.L,L.: I, ,K,L 033 1106 I/4 X 38 3/5 B,C.C:- I c:'.D.E LJ.KA I i,J.Ic,L A t 1/4 X 50 •" . B.C.C.- 14.B.C.D.E.F I,J.K.L G.H,I,J.K.L T22 III X 6 L.� =.-..c I,J I,J T23 Tit X 38 3/8 B.L.D.- 4.:.',O.E.F I LJ,K,L I,J.K,L T • IT'I X 50 5/6 B.C.D.- A.B.C.O.-.F I.J,K,L LJ K L M2 1 X : .�.: �....U.L I,J.K,L f I,J,K,L M3 l20 X SE 3/6 B.C.C.- -I. A.B ..D.E.F. I,J,K,L I,J.K.L M4 120 X 5 5 A. a.C.C.-.' A.B,C.O.E.F G.M.I.J.K,L I.J K L 6020 72 X 24 - .0 ,J . I,J 60M 72 X 36 C.0 I C. -.C.D.- I,J I,J,K.L I 6040 7 % 4 C.O - B.C.D.E I.J.K,L I,J,K,L 0 0 84 X 24 U•� 7030 8+ % 36 B.C.0.E I B,C.O.E I,J,K,I .K LJ,K,L 7040 a sA B.C.D.- - C.O.E LJ.K,L LJ K,L --8070 96 X 24 •; - •:Li J• , 8030 96 X 36 B.C.C.E '-.0 D,E I,J.K,� I,J,K.L 04 - 4A B,C �,E 4.B.C.DE.F I.J,K: G,H,I,J.K 9020 I08 % 24 .0 �•(.• •= LJ I,J.K.L 9030 108 X 36 B.C.D.E B,C,O E I,J,K,L I.J,K,L a 1 a B C.G.- I.J.K.L K I -10020 120 X 2a .v _. ,u.: I.J t 0030 I 12X 36 B.C.C.E I A.E.C.O.Ei I,J.K.L I.J.K,L 10040 120 0 X 48 B.C.C., A..C.D,-? I.J.K,L LJ,K.L NOTES, 1) SHIM AS REO'D. AT EACH INSTA'-LATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4", . 2) WINDOW FRAME MATERIA;: ALUM^!UM A:LOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4) USE SILICONiZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR A=PROVE', EQUAL. H 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER .SEAL AROUND EXTERIOR —� OF WINDOW FLANGE. 6) IF. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE.. FOR THE APPROPRIATE DESIGN PRESSURE REO:D. J B 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN-S OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION Cr-ART INDICATE WHERE TAPCON ANCHORS ARE TO EE INSTAL: D WHEN USING THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED W-"H BB STREWS OF SUFFICIENT LTH. TO PROVIDE MIN, 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF MILK-Y IIE ACHESIV- CAULK AT 7%AME SILL MUST COMPLY WITH SEALAN- MANUFI'CTUPER'S RECOMMVQATIONS. 11) WHERE WINDOW IS INSTALLEO 1% MASONRY OPENING WITH A STRUCTOAL TWO BY BUCK, USE d.•O SC=ENS OF SUFFICIENT :ENGTH TO ACHIEVE 1-3/E MIN. EMBEDMENT AT AL L IN=TALLATION FAST-NER LOCATIONS. 2746 FONC 497 GQS-0365 FAX 40 Ic SHEATHING CAULK BETWEEN BY OTHERS WINDCv FIN t SHEATHING INSTALLATION ANCHOR rB SCREW STUCCO 0" SIDING BY OTHERS '�•� PERIMETER CAULK BY OTHERS GLAZING (TYP.) '2 (SEE NOTE 7) MIN. TWO BY WOOD DHCNTj` /— BY OTHERS 1/4' MAX. SHIM SPACE SHIM AS REO'D. (SEE NOTES) FIN TYPE WINDOW FRAME HEADER II II I WINDOW HEIGHT WINDOW HEIGHT vINDOV WIDTH 2a O.C. IIMAX. (TYP.) —WINDOW WIDTH TWO BY WOOD BY OTHERS SHIN AS REO'0. (SEE NOTES) 1/4' MAX. A SHIM SPACE CAULK BETWEEN FVINDOW FIN a SHEATHING 1' MIN. EMBEDMENT — i r GLAZING (TYPj l PERIMETER I (SEE NOTE 7) CAULK Y-'KY EQUALLY � GRS SHEATHING SPACE BY OTHERS ANCHORS FIN TYPE WINDOWSTUCCO OR j I (TYP.) B FRAME JAMS ' SIDING BY INSTALLATION OTHERS ANCHOR 413 SCREW SECTION B-B 24' O.C. 6 MAX. I— FIN TYPE MAX. (TYPE ��(TYP.> WINDOW FRAME SILL 6' MAX. (TYP.) ELEVATION VIEWED FROM E7x ERIOP. MARBLE SILL STOOL BY _♦1,�}r--ww-- OTHERS 17E �ra� ✓.,'.:.::1Sia. .:a. - NOT'_ 5- PERIMETER �,,E �7p 7� ,! f�T��- A •�• 1) SHIM AS REQ'C. ADJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO CAULK 17 i YJ.: •tr'L :1 CJ::- w ^ f•�ti✓::.5, : BE 1/4: BY OTHERS. yw+ • . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, --IL G�h'I D 4 E UDCR _ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO A:HIEVE MIN. EMBEDMENT OF 1' I — - INTO WOOD FRAME MEMBER. 1j C »• �' fj 4) USE SIUCONIZEO ACRYLIC CAULK BEHIND WINDOW FIN A' MEAD. SILL 4 JAMBS. AL.' aa77 ,,.;�♦ � �;; _ / _ _ S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL a<OUND EXTERIOR OF VflNOOw FRAME. S /a• SHIM '-- '" 6) GLASS THICKNESS MAY VARY PER THE REC•LIMEMENTS OF ASTM ET300 GLASS CHARTS.. INSTALLATION $PACE MAX. 7) INSTALL INSTALLATION FASTENERS AT 6• MAX. FROM CORNERS AND MAX. 24 O.C. DESIGN ANCHOR x8 SCREW PRESSURE CAPACITY OF INSTALLATIONS. W7H ANCHCR SPACING AS STATED, IS 70.0 PS, FOR STUCCOALL AVAILABLE SIZES UP TO 73' x 71- M.:x. I'G By II S1 OTHERS BY SHIM AS REG'D. (SEE NOTES) CAULK BETWEEN WINDOW FIN I.MIN. REV DESCRIPTION DATE INI i SHEATHING SHEATHING NT TWO BY WOOD FLORIDA EXTRUDERS INTERNATIONAL, BY OTHERS EMBEDMEBY OTHERS SANFORD, FLO SECTION A -A TITLE: INSTALLATION DETAIL W/=B SCREWS I unQ7 Cl TnT',Ir. C'ILI VTmrinu _ CCQTL?C i 212902 DRAWN BY: BB I APPROVED BY: DATE: 12/1 7/O I -5CALE: N. T . S. DWC.: FLEX0028 PREPARFO BY: PRODUCT X APPLICATION FNGIW--RING" INC": 250 INTERNATIONAL PKWT." SUITE MA MfA*-1 l fl-'IA 1274A PHONE 407 905-0n65 FAX 407 905-0366 SHEATHING CAULK BETWEEN BY OTHERS VINDGV Fln t SHEATHING —\ INSTALLATION _ ANCMOR ■S SCREW STUCCO OR SIDING BY OTHERS I PERIMETER CAULK. BY OTHERS GLAZING (TYP.) (SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK -� BY OTHERS TWO BY WOOD )• niN. Br OTHERS iEHSEDMENTF �I II Y 1/4' MAX. SHIM SPACE `—SMIM AS REO'.D- FIN TYPE (SEE NOTES) VINDGv FRAME HEADER FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS — WINDOW WIDTH TWO BY WOOD By OTHERS SHIM AS REO'D. (SEE NOTES) 1/4' MAX. SHIM SPACE CAULK BETWEEN WINDOW FIN t SHEATHIN, 1' MIN EMBEDMENT _ f GLAZING cTYPJ (SEE NOTE 7) SHEATHING LJINDDW WIDTH PERIMETER BY OTHERS 24• D C FIN TYPE :DCW CAULK iI II MAX. {I�-- A FRAME JAMB BY OTHERS STUCCO OR INSTALLATION (TYP.) I ANCHOR a3 SCREW SIDING BY OTHERS SECTION B-B VINDOw / Y SPACE HEIGHT / / / —� ANCHORS (TYP.) 6 B NHS 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. A 6' MAX. MAX, ALLOWABLE SHIM STACK TO BE 1/4-. 24' O.C. - (TYP') 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. MAX. (TYP.) 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO - 6' MAX.(TYP.> ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD FRAME MEMBER. A) USE SIUCONIZED ACRr,IC CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. LF V� -`) USE SIUCONQED ACRYLIC CAULK FOR PERMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 1/4' MAX. VIEWED FROM XT RIOR 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM SHIM SPACE , ' E1300 GLASS CHARTS. r4—^ a A11 ) ^ 7) INSTALL INSTALLATION FATENERS AT 6' MAX. FROM CORNERS �•;I"' rA AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF INSTALLATIONS WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILARLE SIZES UP TO 119- X 49 5/8- MAX. INSTALLATION I II ANCHOR we SCREW �I SHIM A STUCCO OR (SEE Ni SIDING BY OTHERS CAULK BETWEEN TI VINDOV FIN I'MIN ,SHEATHING . SHEATHING EMBEDMENT TWO 8r WOOD BY OTHERS BY OTHERS SECTION A -A $) REV DESCRIPTION DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS INTERNATIONAL, FLORIDA TITLE: INSTALLATION DETA'.L W/ a8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 DFAWN BY:BB APPROVED BY: j �'LULi DATE:12/17/Ol SCALE: N. T. S. DWG.: FLEx0029 PREPARCD Br. PRODUCT t APPLICATICV+ CN jNEERM. IM.. 4_ TNATIONAL PKVY- 2'.ITE 250. HCATHR'JV. x:ORIDA 3274e PHONC 407 80$-076$ FAx 407 BD`r0766 ONE By WOOD CONCRETE OP. CONCRETE OR CAULK BETWEEN WOOD BUCK BY OTHERS Ma$ONRY OPENING MASONRY OPENING — BUCK L MAS'Y, OPENING INSTALLATION ANCHOR BAH` ERS By OTHERS BY OTHERS 3/I6- DIA.-TAPCON B.W. E`- , ONE Br WOOD (BUCK WIDTH) I MCDHCW I/a• SHtn _�..BUCK BY OTHERS I D �\ I'1/4' MIN, FLANGE TYPE SPAEE MA%. CAULK BETVEEN d EMBEDMENT WINDOW FRAME SH,M AS RED'D. WINDOW FLANGE G JAMB\(S`aE NOTED L WOOD BUCK I INSTALLATION ANCHOR 3/16' D1A. TAPCON 1/4. jMA v SPACE MAX I ' RIGID VINYL GLAZING BEAD GLASS (TYP.) (SEE MOTES) !� O STUCCO 9i All BY OTHERS PERIMETER J • SHIM AS REO'D. 4 ($EL. NOTES) CAULK B.N. CAULK BETWEEN V.M. BY OTHERS (BUCK WINDOW JFLANGE O (VINDDV FLANGE TYPE HEIGHT) L WO D BUCK HEIGHT) WINDOW FRAME METER PERI HEADER CAULK GLASS (TYP.> STUCCO (SEE NOTES) By OTHERS BY OTHERS W.V. (WINDOW WIDTH)pp CAULK BETWEEN D BUCK I SECTION LJ—CJ Mac pp Y. OPENING ry By OTHERS RIGID VINYL 11)LSHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. A:LOWASLE GLAZING BEAD SHIM STACK O BE 1/4', (TYP.) 2) WINOOW FRAME MATERIAL: ALUMINUM ALLOY 6063: 3) INSTALLATION ANCHOR MUST 6E OF SUFFICIENT LTH. TO ACHIEVE MIN. PERIMETER FLANGE TYPE EMBEOMENT OF 1-7/4- INTO MASONRY OR CONCRETE. CAULK WINDOW FRAME 4) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & BY OTHERS \ SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH W H LKEM \ 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SIUCONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE 1 C ANCHOR. OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'0. 7) GLASS THICKNESS MAY VARY PER THE R-700REMENTS OF ASTM E1300 GLASS CHARTS. CAULK BETWEEN a WINDOW FLANGE L PRECAST SILL V/WLKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APROVED EOL. Q Q SECTION A-Y`1 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY A?PLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH98 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. W.W 10) APPLICATION OF WLKEM 116 AOHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S P.ECOMMENOAT:ONS. A A B C D 11) ONE ADDITIONAL FIELD DRILLED & INSTALLED ANCHOF IS REO-D. IN EACH JAMB ON THE FOLLOWING SIZES 'D25' (73 x 62). 'D26' (73 X 71).-56M6OM- (65 X 71). &-50M60M- (71 .X71), PLACE ANCHOR BETWEEN ANCHORS 'C AND I AND BETWEEN ANCHORS 'H j� I E W H G - I / �- [' f AND J' OVER SPS, ONLY. 12) WHERE WINDOW S INSTALLED IN MASONRY OPENING WITH A $TRUCTUAI I TWO VE 1WOOD-3/ BUCK, USE d10 SCREWS I SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE (t1 ADD A 310 SCREW ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES. H ' I I bLAN JIzA.CrLj"ff3 NAME, �' L V A ELEVATION VIEWED FROM EXTERIOR PREPAR-Et BY. PRODIr_1 L APPLICATION 4 CALL TIP TO L.VL.AIIUIN) IN rtAu LU'-'IIQrvZ) IN JAMB PSF OaSr �OPSF J PSF I F OPSF SIZt TIP TO TO TO _O TO TO 5P< 3�psr spv 7 < iH2 26 1/2 X 26 C C C G.H C.- C.H iH3 26 t/2 X 38 3/8 C C C G.H 6.H .C.H 1H4 26 1/2 x so 5/8 C c C G,H G.H GH.LJ IH45 26 1/2 X 56 1/4 C C C G.M G.H GH,I,J IH5 26, 1/2 x 6-1C C C G,H G.H!.J G.HI,J IH6 26 1/2 X 72 C C I C cm G.HI.J G. I. 22 z 6 I H .H .H 23 - 37 X 38 3/8 C C C G.H G Gm 24 37 x 50 5/a C C C 0.H G.H!,J G H,LJ :45 37 X 56 1/4 C C C G.H G.HI,J G,n:,J 25 37 X 63 C C C G.H G H,I.J G. .,u 26 17 X 72 C C C G.H,I,J C.M I,J E.F,G.H,I,J J J 1/6 x O -.- .n v. 33 53, 1/3 X 38 3/8 C B.0 2.0 GH GH G.M.I.J 34 53 1/5 % SO 5/8 C B.0 ? : O.H G,nI•J 345 53 1/8 X 56 1/4 C B,C 3.0 G.H,LJ G.H,I,J 35 36 53 1/8 x 63 53 1/$ X 77 C C B.0 e.0 e.0 e.0 G.H,LJ G.HI.J G.HLJ E.F.C.H,I,J E.F,6H.I,J E,F,G.H,1,J 774 X 26 Le. I -. .� 023 74 X 38 3/8 B.0 8.0 a,3.C,C G.H G.NJ.J C M.t.J 024 74 X 50 5/3 B.0 B.0 A.-.C,O G.HI.J G,H,I,J E F C M.I,J 0245 74 X 56 1/4 B.0 6.0 I A.B.C.0 G.H,I,J E.F.G.14 E f .M!.J D25 7s X 63 E C 8.0 A.3.C.0 G.H.LJ E.F,O.14 E F G H,I,J• 26 74 x 72 B.0 e,C I A.3 _.0 GH,I,J E.F.G,HI.J EF.G,HLI• 20920M 24 X 24 •M .20M3JM 24 X 36 C C C G.H G,H G.H 2CM40M 24 X 48 C C C G,H G,H C :H I 20M46M 24 X 54 C C C i G,H CH I GH,I,J 20MSOM 24 X 60 C C C G.H G,M GH,LJ M- M 4 X 7 C C C G.H G.HI.J 3CM20M 36 X 24 ,M G. G.H 30U30M 36 x 36 C C C C,H G.H .. C.H MM40M 36 X 4e C C C G,H G.H.I.J GH,I.J 3OW46M 36 X 54 C C C G.M G,H,I,J - G.H.I.J 30M50M 36 X 60 C C C G.H GHJ,J . G,H,LJ 3OV60M 36 X 72 C C C G,HJ,J G.H.I,J E,F.G.M,I,J 4 M M - 0.H 40M30M 46 X 36 C C 9.0 G.H G.H G,H.LJ 40M40M 43 X 48 C C e.0 G,H G.MJ.J C,M,I,J 4OU46M 4$ X 54 C C I 3.0 G.H G.H,I,J G.M.0 40M50M 48 X 60 C C B.0 C.H,I,J G,M,LJ E.F.G.M.LJ a0M60M 48 X 72 C C -.0 G.H,I.J . E.F G.H.LJ F G H I J 4 M M 3 4 O.L ,M ,H G.H 46M30M 54 X 36 C B,C 3.0 G H G,M G.H,LJ • 46M40M 54 X 48 C B.0 e.0 G,H G.HI,J G.M,I,J 461,146M 54 X 54 C - e.0 B.0 G,H,I,J G.H.I,J E F,G.H,LJ 46M5OM 54 X 60 C B.C. - 24 G.H,I•J G,HJ,J E.F.G.H,LJ 46M60M 54 % 72 C B.0 -.0 GHIJ F G M I F H 1 <OM20M X 4 B,C o. G.H G.H GH 5CM30M 60 X 36 C B.0 e,C G.M G.H I 6H,I,J SOM40M 60 X 48 C e.0 B.0 G.H G.HJ.J G,H.LJ SOM46M 6C X 54C B.0 B.0 C.H,LJ G.H,I,J E.F.G.H,I.J 5OU50M 60 X 60 C B.0 B,C G.H.I,J G.HI,J E.F,G H,I,J SOU60M 60 X 72 C B.0 ?.0 G.HI,J EF.G.H.LJ E.F.G.HI.J M M 00 L ,L �. cH .H 56z130L( 66 X 36 e c B.c A.3..: G.H G,H G.H.I,J 56M40M 66 X 48 B c e.0 A.-.C.:� G.H G.H.LJ GH.I,J 56M461M 66 X 54 B c B.0 ?''-,C.: G.H,I.J GHIJ EF.G.H.LJ 56LI50M 66 X 60 E.0 B.0 A.B.C.0 G.H.I.J E.F.CH.I.J E.F,G.H.LJ a C A.3.C.: G,HI,J E.F.GHLu EF,G.H!.J• MT- 6o X 72 6.0 6CM-OM C 60M30M 72 X 36 E.0 B. A.6,C.D G,M G.H G.HI.J EOM40M 72 X 48 2.0 B C A.B.C.: G.H G.H,I.J GH,I.J COM46V 72 X 54 e.0 B:C A.B.C.: C.H,I,J G.HI.J E.F.G.H.I.J 601,150M 72 x 60 S.0 6.0 A.-.C.D G.M,I,J I E.F,G.H.LJ E.F.; HI.J 6 M6 M 72 X 72 B c B.0 A.B.C.: O.H,i.J I E.F,GHI.J E F.0 H,I J• %(ADDITIONAL AN.HORS RE :'D. SEE NOTE 11 INTERNATIONAL, S FFLIFLORIDA EXTRUDERS NORD, ORDA TITLE: INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLAN(- WINDOW - SEPIES 1000 DRAWN BY -,BB APPP.OVED BY: DATE:10/23/011SCALE:NTS DWG.: F"LEX0020 :ER;Ni. INC.. 250 INTERNAQDNAL PXVY... SUITE 250, HEAT-a3W. FLC:;DA 32746 PHONE 1:7 605-03ti5 F a4 407 d05-0355 5' CAULK BETWEEN B.V. 1-1/4' MIN ONE By WOOD CONCRETE OR WOOD BUCK L (BUCK VIDTH) ' EMBEDMENT MASONRY OPENING MAS'Y. OPENING f BUCK BY OTHERS r BY OTHERS INSTALLATION ANCHOR 3r OTHERS 3i16' DIA. TAPCON D ONE BY vpGD BUCK BY OTHERS CAULK BETWEEN STUN WINDOW FLANGE ' �" BY ERS 6 WCCD SUCK jj 1-174• MIN, $M;M AS RE . O'DI EMBEDMENT a ° RIGID VINYL (SEE NOTES) C' I � GLAZING BEAD --•j— r I INSTALLATION ANCHOR (TYP.) I ins' DIA. TAPCON STUCCO SHIM AS REO'D. -+ti BY OTHERS 1/i' MAX. 'GLASS PERIMETER <SEE NOTES) (TYP.)(SEE NOTES) iT CAULK BY OTHERS FLANGE TYPE r FLANGE TYPE VINDOV FRAME WINDOW FRAME JAMB CAULK BETWEEN HEADER vIN00v FLANGE I v RIGID VINYL L WOOD BUCK PcR.CAULK CAULK GLAZING BEAD BY OTHERS V H. (TYR.) GLASS V.V. W! DOW (TYP.) (SEE NOTES) (WINDOW WIDTH) t AUGHT) B.H. (BUCK HEIGHT) CAULK BETWEEN WINDOW FLANGE a PRECAST SILL V/ VULKEM 116 ADHESIVE SECTION B-B CAULK. OR A", D. EOL. FLANGE TYPE PERIMETER WINDOW FRAME CAULK SILL BY OTHERS W.W. PRECAST SILL ~ c Q a ^ BY CT HERS A B C NOTES. SECTION A -A 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE / MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. : 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J & JAMBS. SILL MUST BE ATTACHED TO THE SUBST,RA"E WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. r EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR CUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE / APPROPRIATE DESIGN PRESSURE RED 'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM- E1300 GLASS CHARTS, 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L EXTERIOR ELEVATION AS A KEY. - 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BEFILLED WITH 18 SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD FUCK. A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 ANO. 2000 ELEVATION SERIES SINGLE HUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO LENGTH W000 BUCK, USE /10 SCREWS OF VIEWED FROM EXTERIOR SUFFICIENT LENGTH TO ACHIEVE i-}/B MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. CAULK BETWEEN WOOD BUCK L MAS'Y. OPENINC BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 'i TARCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30Ps TO 40PSF alas TO 70PSF 30PsF TO 40Ps sTaSF TO 7,.Sr SIZE SIZE' ' 12 18 I/a X 25 8 e F.G F,G 13 18 1/5 x.37 3/8 8 8 F.G F.0 14 t0 1/8 x A9 5/0 8 8 F.G F,C 145 18 1/8 X 55 1/4 B 8 F,G F.G 15 16 ,/a x 62 8 8 F,G • F.G 16 1a 1/6 x 71 B 8 F.G F.G.H 17 la I a % 83 F.G F.G,1.K 1M2 IH3 25 1/2 X 25 25 1/2 X 37 3/a 8 B B B :' F,C F,G iH4 25 1/2 x 49 5/8 8 8 FA F,C.H! I H45 25 1/2-x 55 1/4 8 8 F.C; F,G.n! IH5 25 1/2 X 62 8 8 F.G F.G.H,I. IH6 25 1/2 x 71 8 8 F.G F.G.M.1 IM7 25 1/2 X 83, B B F.G.J.I, F,C,J.,( 30 1/2 . 26 29 1/2 X 25 B 8 r•. F,c F.G :0 1/2, 36 3/8 29 1/2 x 37 3/5 49 5/8 8 B F,G F.c.MJ 30 1/2 . 50 5/11 29 1/2 X 1/2 x SS 1/4 e 8 F,G F,C,M,I 30 1/2 , 56 1/4 29 29 I/2 x 62 B 8 F,C F.G.HJ 30 t/2 . 6) 30 t/2 . 72 29 1/2 X 71. B 8 F,G.H.I F,G,H.I 30l 2 84 . 29 1 2 X 8J e 8 F,G.J.K F,G.J,K 23. 36x25 36 x 37.3/8 a B a B F,G F.G F,C F,G.H.I - 24 36 x 49 5/6 8 B B e F.G F,G.h! 245 25 36 X 53 1/4 36 x 62 B 8 F,G.H.1 F•G,H:J 26 36 x 71 8 8 F,G.N.I D.E.F,G.�.I 7 36 x 83 B 8 F,G.J.K F,G,H,I.J.K a x 42 , 36 3/8 41 X 25 41 X 37 3/8 B 8 F,G F.G F,G nJ F,G.HJ 42 . 50 $/6 4f x 49 5/0 e B B B F.G.H! F.C.MJ 42 . 56 1/4 . 4, X SS t/4 41 62 B 8 F,G,H,I O,E.F,CJ'J 42 63 42 x 72 % 41 x 71 - B B F•G.H.1 O.E.F•G,rU 4 a 84 al % 85 8 R F G J.K F.G!H,I„l.K 4B 26 47 x 25 B B A.0 A.0 F,C F.G,HJ 4a x 38 3/8 47 x 37 3/8 .47 B A.0 F,0 F.C.PJ 48 . 50 s/a x }9 5/4 X 55 1/4 B A,C F,G.MJ F.C.P.! 4a , 56 1/a 48 x 63 47 47 X 62 B A.0 F,G.H,I D.E.F.c!.1 48 72 47 X 71, 8 A.0 F,G,H,1 O.E.F.GJ4.1 x 4 47X83 A r i E.FC-'J K 32 52 ,/8 x 25 8 A.0 F.G F.G F,GY.! 33 34 52 1/5 x 37 3/8 52 1/8 X 49 3/8 8 13 A,C A,C F,G,H,I . F•C.H! 345 52 1/1 X SS 1/4 B A.0 F,G.H,1 F,C.M,I D.E.F.G.H., D.E.F.C.M,I 35 36 s2 1/s x a2 52 1/3 x 71 8 8 A.0 A.0 F,G,H,1 D.E.F,G.H•1 . 37 52 1/8 X a3 8 A.0 F,G.JA O.Ei•G.J.K.J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. t INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDA Aq TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WI NDOvS — SERIES 1000 1500 L 200C _ DRAWN BY: BB APPROVED BY: DATE: 10/09/O 1 SCALE: NTS DWG.: FLEX0016 PREPARED 8"'; PRODUCT k APPUCATK)N EMG.ZERNG. INC.. 250 INTERNATIONAL PKY- SUITE 250, MEATH". FLORIDA 327.6 PHONE 407 005-0365 FAX 407 3C5-0366 d ]• MIN. EMBEDMENT CAULK BETWEEN SHEATHING TWO BY WOOD VINDOV F)'R BY OTHERS BY OTHERS SHEAT INSTALLATION ANCSHIM AS ES) I19 WOOD SCIII / (SEE NOTES) STUCCO BY OTHERS1/JPERSHIM SPACEBY O FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) cSEE NOTES) WINDOW HEIGHT GLAZING (TYP.) (SEE NOTES) FIN TYPE WINDOW FRAME PERIMETER IIINAR BLE SILL CAULK STOOL BY OTHERS BY OTHERS INSTALLATION ANCHOR II zB WOOD SCREW STUCCO J BY OTHERS CAULK BETWEEN WINDOW FIN ::SHEATHING L SHEATHINGS BY OTHERS SECTION A —A --------_--�--�- VINOCV WIDTH —_-_ 1/4• MAX. � SHIM SPACE SHIM AS REO'D. TWO BY WOOD AA (SEE NOTES) STUD BY OTHERS CENTFJ--'LUF= �1ys3111LII p j TUVi R NAME-, - I' MIN. MANmil'+-�+' 5 EMBEDMENT � �` .y�- GLAZING (TYP.) rgYL' Fj.1-(LA -(� (SEE NOTES)' I B B 2<• O.C. MAX. (TYP.) EQUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT [— 1 / A 6� �< 6- MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR SHEATHING ByOTHERS CAULK BETVEEN FIN TYPE WINDOW FIN WINDOW FRAME 6 SHEATHING JAMB . PERIMETER INSTALLATION ANCHOR CAULK is WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION B—B NOTES: 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4 .- 2) WINDOW -FRAME MATERLIL: ALUMINUM ALLOY 6061 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT. OF T' INTO WOOD BUCK. I) USE SILICON ZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL @ JAMBS. ` 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF W'NOOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT. LISTED IN ANCHOR. CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOVIREMENTS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDER$ 1500 AND 2000 SERIES SING:: HUNG WINDOWS. . TWO BY WOOD BY OTHERS REVS DESCRIPTION I DATE JINI FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA I'MIN. TITLE:INSTALLAT12N DETAIL W/#8 SCREWS EMBEDMENT o y SING_E HUNG F, WINDOW - SERIES 1000,1500, g 2000 DRAWN BY: BB APPROVED BY: DATE:12/13/01 SCALE: N. T: S. DWG.:FLEX0026 SHT I OF 2 PHONE �07 /03-0365 FAX .07 105-0366 PREPARED 1•. PRODUCT 1 APOLIC.zT10N ENGINEERING. INC. 250 INTERNATIDAL PKWY.• SUITE 250. H•s7rRCV, FLORIDA 32Tz6 CCNCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN -'L ` VIiDDOCD BUCK \ STUCCO j BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) W.H. WINDOW 'EIGHT) PERIMETER CAULK BY OTHERS lu A INS-, ALLATION ANCHOR 3/16' DIA. TAPCON /CAULK BETWEEN WOOD BUCK 16 MAS'Y. OPENING BY aTMERS I GLASS (TYP.) I I C 1-114• MIN. (SEE NOTES) 4 EMBEDMENT I SHIM AS REO'D. as 1/4• Max. (SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VI� GLAZING BEAD BEaD B.M. (BUCK / t HEIGHT) , _ RIDGED VINYL GLAZING BEAD I W.H. FLANGE TYPE WINDOW FRAME C. a CAULK BETWEEN .WINDOW FLANGE L PRECAST SILL W/VULKEN 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV'D: EOL, SECTION _A -A::- ... A - --*j ELEVATION VIEWED FROM EXTERIOR B.V. (BUCK WIDTH) SHIN AS REO'D, 1/4' MAX. (SEE NOTES) RIDGED VINYL GLAZING BEAD 1-11" K1N. CCNCRETE OR C+BE➢KHT MASONRY OPENING BY OTHERS D. INSTALLATION ANCHOR 3/16' DIA. .TAPCON .. v O -----ONE BY WOOD \ v BUCK BY OTHERS FLANGE TYPE i/ v WINDOW FRAME CAULK BETWEEN pCRI!?E TER WINDOW FLANGE CAULK L WOOD BUCK BY CTnERS CAULK BETWEEN WOOD BUCK a V V MAS'Y. OPENING (WINDOW WIDTH) ' - BY OTHERS . STUCCO BY OTHERS SECTION B-B .NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/t . 2) WINDOW -FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA TAPCON INSTALLATION ANCHORS -.MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN, EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS. SILL MUST BE ATT U ED TO THE SUBSTRATE WITH VUI.KEM 116 ADHESPF CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6)-IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. —� 7) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS. CHARTS._ 2t• O.C. MAX. (TYP.) 8) WHERE SPACING BETWEEN —CON ANCHORS EXCEEDS.24 IN. O.C., /8 SCREWS:'OF SUFFICIENT .. I LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED: 9) FLORIDA EXTRUDERS 1000 SERIES FIXED W:NOOw IS SHOWN. THIS PRINT ALSO APPLIES TO THE 6- MAX., (TYP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. - 10) SEE BACK OF THIS SHT. FOR INSTL'N ANCHOR REQUIREMENTS. 11) APPLICATION OF VULKEM 116 ADHESIVE CAJLK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS.OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. INTERNATIONAL: INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE:iNSTALLATiON DETAIL V/ ONE BY BUCK FIXED. FLANGE WINDOW — SERIES 1000 & 2000 DRAWN BY:APPROVED BY: 2 1 2E02 DATE 10/22/O!SCALE: NTS DWG.: FLEx0018 SHEET 1 0r 2 PREPARED BY:'PR000CT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, SU17 250, MEATMRON. FLORIDA 32746 PHONE 407 605-0365 fAX 407.905-:3E6 f SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN C SHEATHING INSTALLATION ANCHOR I18 SCREW EXTERIOR ByOTHERS —\ PERIMETER / CAULK By OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR Ire WOOD SCREW EXTERIOR FINISH BY OTHERS I' MIN, EMBEDMENT WOOD FRAMING BY OTHERS CENTRAL FL®BSA B•O*A.F. SHIN AS REO'D. A tA,If1G' (SEE NOTES) nAN1FACTURFR N /U 'ems Y� 1MAX. j F 11 SHIM SPAC, STER ay,, Y 1� GLAZING (SEE NOTE 6). �— GLAZINC (SEE NOTE 6: CAULK BETWEEN J WINDOW FIN I'MIN. EM3EDMENT b SHEATHING SHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE WINDOW FRAME �� —SHIM AS REO'D. 1/4' MAX. (SEE NOTES) WOOD FRAMING BUCK BY OTHERS WINDOW EXTERIOR FIN TYPE WINDOW FRAME A -w-I ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH Ir 1/4' MAX. SHIM SPACE y t WOOD FRAMING BY OTHERS SHEATHING BY OTHERS IMION ANCHORCHOR AB SCREW CAULK BETWEEN WINDOW FIN b SHEATHING SECTION B-B PERIMETER EXTERIOR FINISH BY OTHERS CAULK BY OTHERS NOTES. 1) SEACH OR WITH LOAD SWINGSHIM. NMAX. AL OWAGLELATION 4 SHIM STACK TO BE 1/4'. 2). WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGMT TO ACHEVE MIN. EMBEDMENT OF 1' INTO WOOD FRAME. 4) USE SILICONIZED ACRYLIC CAULK FOR AROUND. EXTERIOROF WINDOW PERIMETER FRAME. SEAL 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. - 6) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS ALSO OUALIFIEO. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. - _ B 8) SPACE INSTALLATION ANCHORS AT 6 MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63' X 95" OR IIS' X 37-3/B_- MAX. 9) WINDOW UNIT CAN BE .MULLED TO OTHER UNITS USNG ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUREMENTS. V REPARED BY; PRODUCT TECHNOLOGY CORP.. 250 INT SJITE 250, LAKE MARY. FLORIDA 32746 PMONC 407 605-0365 FAX 407 605-0366 CAULK BETWEEN VINCOW FLANGE L WOOD BUCK CONCRETE OR MASONRY OP_NING By CTHERS BY ;TR . r FINISH -•� 3r OTHERS \ PERIMETER CAULK BY OTHERS WINDOW FRAME MEAD WINDOW HEIGHT EXTERIOR WINDOW FRAME -. SILL PERIMETER CA,:LK BY OTHERS EXTERIOR FINISH —� BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' D:A. TAPCON U 1-1/1 MIN. Q EMBEDMENT I. F- 1/.• MAX. SHIM SPACE SHIM AS REO'D (SEE NOTES) GLAZING (TYP. SEE NOTES) CAULK BETWEENWINDOW FLANGE WOOD BUCK.CAULK 7PHERSO� BETWEEN WCcD BUCK L MASONRY OPENING CFCTION A -A BY OTHERS INSTALLATION. ANCHOR 3/16' D!A. TAPCON SHIM AS REO'D. (SEE NOTES) NOTES, 1) SHIM AS REO.O AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE SI-IM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, 3) 3/16- Du. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACH;=JE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6 FROM CORNERS & 24. O. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH IS SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. A) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH.. TO ACHIEVE 1-3/8 MIN. -EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SiLICONI=ED ACRYLIC CAJLK BEHIND WINDOW F_ANGE A7 HEAD. SILL JAMBS. 6) USE SIUCOwZ-0 ACRYLIC CAULK FOR PERIMETER SEA AROUND EXTERIOR OF WINDOW FLANGE. 7) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS, CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE S'.RUCTURE. 9) FLORIDA. EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF i HIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, T750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. WINDOW WIDTH A /IWIN / ME, HT � HEIGHT / B B T A L 1/{-MAX. EXTERIOR ELEVATION SHIM SPACE SHIN AS REO'D (SEE NOTES) WINDOW FRAME JAMB GLAZING (TYP. SEE NOTES) 1/4• MAX. —� SHIM SPACE r•—t' V PERIMETER CAULK BY OTHERS EXTERIOR FINISH J BY OTHERS WINDOW WIDTH MIN. EMBEDMENT /-ONE BY WOOD BUCK BY OTHERS INSTALLATIC'N ANCHOR. 3i16' Di A. TAPCON CAULK BETWEEN WAD BUCK t N..S'T OPENING BY CTHERS C � ----__CAULK BETvEEN v1NDOv FLANGE L WOOD BUCK CONCRETE OR MASONRY OPEN1r G BY OTHERS SECTION B-B WINDOW WIDTH A A EXTERIOR ELEVATION B wNDO.1 HEIGHT B Em INTERNATIONAL, INC Q 1-1/A-WIN . FLORIDA EXTRUDERS SANFORD, FLORIDA EMBEDMENT . '�r��Y+ �` - ONE BY WOOD TITLE -FLANGE INSTALLATION DETAIL CONCI:iTE HEADER V/1 BY P;;CK BUCK BY OTHERS lilA>•+,_ ��l """ DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES ' DRAWN BY: B8 APPROVED BY: DATE:02/12/02 SCALE: NTS DWG.: FLEX0035 •K•�[] [e• IKMI i[[wgpfr []M. 7]] bi[Avip„� R„]. L:^.( 2](. .(•i,rv, I]RIF ](iM •HA( •]i K]-(Y] t� ei K-[]AA I ONE BY BUCK BY CTHERS CAULK BETWEEN VINC_"J FLANGE L SHEAVING PLYWOOD (TYP.)—.\ 3, CTHERS EXTERIOR FtNISH I BY OTHERS \\JI PERIMCTER CAULK BY OTHERS VINDOV FRAME HEAD MN00W HEIGHT EXTERIOR WINDOW FRAME '- SILL PERIMETER CAJIK. YY OTHERS E X. MCR —� F i�ISH BT CTHERS SHIM A^ PEO'D LSE. NCTES) GLAZING (TYP. SEE NOTES) SHIM AS REO'D (SEE NOTES) CAULK BETVE.N -I--- d V 1N00•: .LANCE L ONE 3Y WOOD BUCK CAULK YET': EEN WOOD TTr.OK L MASONP.• OPENING a OTHERS CONCRETE Da (-,PCTi0N A —A MASCwR' - BY OTHERS INSTALLATION ANCHOR A;0 SCREW BUILD DOWN BY OTHERS NO'_<_ TO SIL�P��A• 1) SHIM AS F£G'D. AT ?AG INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. AVOWABLE SHIM S?ACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. r1-3/8• MIN. 3) TA. -CON IN$ ALLATION ANCHCAS AT SILL MUST SE OF SUFFICIENT LTH. TO ACHI£`F I EMBEDMENT MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 110 INSTALLATION rr SCREW$ AT HEAD k JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' } 41N. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED. INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 w. FROM CORNERS 8 24 IN. O.C. MAX. .) USE SILICGruj ED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. .SILL h JAMBS. 1 S) USE Sn,ICONRED ACRYLIC CAULK FOR PERw£'i£R SEAL AROUND EXTERIOR OF WINDOW FLANGE. I/I'. MAX. 6) C:ASS THICKNESS MAY VARY PER TrE RSOUIREMENTS OF ASTM E1300 GLASS SHIM SPACE CHARTS. SINGLE GLAZING IS SHOWN, wSULATING GLASSIS ALSO OUALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE .ENGINEERED BY OTHERS. SUPO DOWN MUST BE OF SUFFICIENT STRENGTH TO AOEOUATELY' TRANSFER LW FROM WINDOW TO THE STRUCTURE. B) FLGRIOA EXTRUDERS 1000 SERIES DESIGNER WwGOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUCERS 1750 SERIES & 2000 SERIES. A) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL C.^.NFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. IC) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. BUCK HEIGHT 1/A" MAX. SHIM Si>:E EXTERIOR ELEVATION d } -UL FL©RMA B.G.A.F —L ,-,,: MwGENTr EMBEDMENT I /L a1ANiJFAGT� NAME:/n1 \-ONE BY WOOD BUCK By OTHERS MAM INSTALLATION ANC�� ` �r 3/16' DIA. TAPCON %LIB C E 4vL_ EMBEDMENT BUCK WIDTH 1// MAX. SHIM SPACE CAULK BETWEEN TVC BY BUCK TL•D BY FRAMING --\ L.CENCRE7E YY OTHERS , BY OTHERS SHIM AS R-D D INSTALLATION ANCHOR (SEE rvOTES> co SCRE': n 4 WINDOW FRAME CAULK BETWEEN JAMB VIVDOV FLANGE WOOD BUCK GLAZING \ .) SEE NOTES) Q a CONCRETE Or, r.A;OM&r PERIMETER CAULK BY OTHERS BY OTHERS vINDOV WIDTH EXTEMP FINISH SECTION E—B BY OTHERS mnOJw WIDTH . A I WNIOW � HEIGHT A. EXTERIC- E—OVATION SHEATHING By CTHERS I INSTALLATION ANCHOR SCREV (1 EXTERIOR FINISH — BY OTHERS PERIMETER CAULK By OTHERS FIN.FRAME HEADER vINOD� NEii(T EXTERIOR PERIMETER CAULK By OTHERS EXTERIOR FINISH — By OTHERS •B INS TALI. AT ANCMOR SCRLV,(TYP.) SHEATHING —� BY OTHERS NIN' ' , ��1i 1)4•FAX. 49 INSTALLATION WaNi SMiM SPACE ANCHOR SCREV (TIP:) CAULK BEHIND FIN ivp By FRAMING SHIM AS REO'D. By OTHERS TVO BY BUILD (SEE NOTES) DOVN BY OTHERS CAULK BEHIND FIN FIN FRAME JAMB 1 I SHIM AS REO'D. (SEE NOTES) NOTrS 1) SHIM AS RED'0. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. LE STACK TO BE t/<". GLAZING (TTP.j ME MAT- : AL 2) vnNpOw FRAME MATERaL: ALUMINUM ALLOY 6063. SEE NOTES) � L 1' KUl }) USE SILICONIZED ACRYLC CAULK BEHIND WINDOW F.N AT HEAD. SILL k JAMBS. _ I F-(�rim SP,CI <) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF II WINDOW I _i1' E. GLASS S) GLASS THICKNESS VARY PER THE REO'JIREMENTS OF ASTM E LA1 OuAL CHARTS. SINGLE GLAZING I$ SHOWN. INSULATING Gus$ 8 ALSO QUALIFIED. 6) SCREW ANCHORS AT HEAD. �SP1 h JAM°$ SHOULD BE /B SCREIwS OF SUFFICIENT SHEATHING . 81 LTMCRS LTN. TO PROVIDE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PUCE /8 , SCREW ANCHORS.6' FROM CORNERS AND 24' O.C. MAX.. EXTERIOR ' 7) BUILD DOWN AROUND CURVED PRT10N OF wNOOW FRAME TO BE ENGINEEREOL BY fx7f?iDR FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY BY GTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS WOO SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO PERIMETER CAULK APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &.2000 SERIES. �—VINDIIv VIP-"—, Br. OTHERS 9) ELEVATIONS SHOW.COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. h 2000. SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B—B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P."LOUIREMENTS. /-- GLAZING (TYP. SEE NOTES) -FIN FRAME SILL SHIM AS REO'D.— (SEE NOTES) —r L SGN SPACE III EXTERIOR ELEVATION TVO BY FRAMING By OTHERS ,,�Ji?D� F'•.i CAULK BEHIND FIN �• XIN. � „T[rD J� I°iBKN1 �I[pY� SECTION A -A 2002 )w HT )w iT A r 'EXTERIOR ELEVATION FLORIDA EXTRUDERS.' SANE RD, F OP. INCA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: &A2/14/02 SCALE:NTS DWG.: FLEX0037 2TE. rcc .' c— M waw,.ro.. k... aXrc IM. .c.I•.� .Hoer Xt+.f •.ac w. Mlbli •., r+ .n..x: /3 CONCRETE CR SHIM AS RE'C"D MASONRY OPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE 6 v0OD 3UGK CAULK BETWEEN PERIM:TER WOOD BUCK t CAULK ; 'RY MA$'Y. OPENING OTHER$ BY OTHERS STUCCO ar• pTHE;0 ) IINSTALLATION ANCHOR B8 SCREW (TYP. WHERE TAPCONS APE NOT REO-Dj SLIDING GLASS r OR FRAME SILL .INSTALLATION ANCHOR 3/15' Dla. TAPCON 1/4' MAX. SHIM SPACE INSTALLATION ANCHOR I 1 1/4' MIN. CONCRETE OR X8 $GREY (TYP WHERE ' 1 EMBEDMENT MASONRY OPENING i APCONS ARE NOT R,- D I I BY OTHERS ONE BY WOOD7BUCK BY OTHERS I ONE BY WOOD CAULK BETWEEN BUCK BY OTHERS INSTALLATION ANCHOR WOOD BUCK t " 3/16' DIA. TAPCON ' 1 1/4' MIN, MAS'Y.,OPENING EM.3EDMENT I BY OTHERS SLIDING CLASS 1000 \a CAULK. BETWEEN �— DOOR FRAME I' CAULK BETWEEN SU D:NG GLASS DOOR JAMB WOOS BUCK 't HOOK STRIPFF HOOK $TRIP t' I/4' MAX. WOOD BUCK p SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT MAS'Y. OPENING _ 1G II BY OTHERS ,II SHIM AS RED'D. I Ili I (SEE NOTES) 1-1/4' MIN. EM3EDMENT 6 INSTALLATION ANCHOR 3/16' DIX TAPCON TEMPERED GLASS Q CAULK BETWEEN (TYP.) DOOR FLANGE t WOOD BUC✓. PERIMF.7ER a ONE BY.vpOD CAULK BY IBUCK;BY'OTHERS OTHERS CONCRETE OR MASONRY OPENING STUCCO "U'ECO, BY OTHERS -�— S.G.D. WIDTH 0 �+ BAO64pT.TEMPERED GLASS SECTION B4ANU (TYP.) 11�,7 1 SLIDING GLASS DCK1R .. T�r,d _ �k T'r .rCVQr INTERLOCK MASTER FELE HOOK STRIP: DETAIL NOTO 1) DOOR MATERIAL- ALUMINUM ALLOY 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT _ OF 1-I/4' INTO MASONRY OR CONCRETC. ' 3) ALTERNATE TAPCOM INSTALLATIONANCM(IRS FRONT TO BACK IN ALL FRANC MEMBERS. a TAPCON ANOGR.CHART ON BACK OF THIS SHCET. , S) USE SiLICOMIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT')EAD t JAMBS. .. 6) USE SILICONIZED' ACRYLIC CAULK FOR PERIKT£R SEAL AROUND EXTERIOR Or-D=. .: 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR'QUANTITY.LISTED W: TM NEXT, LARGER SIZE. 'FOR 'THE APPROPRIATE DESIGN PRESSUE REO'D. " 8) FOR POCKET DOOR SIZES USE CLOSEST B+PASS DOOR SIZE t COWiGIRATIOM TO FINISHED OPENING. ►LACE'TAPCONS. IN FRONT Or NECK STR:P AS SMOVN 97 'GLASS' THICKNESS MAY VARY PER REOVIREMENTS OF. ASTM...E13M GLASS CHARTS. ' 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCOM ANCHOR SHOu.O BE FILLED_ WITH .B SCREVS OF SUFFICIENT LENGTH i0 PROVIDE MIN 5/8' EMBEDMENT INTO VOCD B•JCK. 1:> DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED'ER INSULATING GLASS. I2) JAMB / SILL.CORNERS ARE 70 BE SEALED VITH A SMALL JOINT SEAM SCALER. 13) SHIM AS REO"D. AT EA. SET- Or INSTALLATION ANCHORS. — ALLOWABLE SHIM STACK TO BE 1/4. D I l 14) ALL INSTALLATION ANCHORS MUST BC MATE OF CORROSION RESISTANT MATERIALS. IS> WHERE 'X' REPRESENTS MOVING PANEL AMC •0" REPRESENTS iIXE9. PANEL APPROVED A . ...._ CONFIGURATIONS ARE AS LISTED ON ABOVE AR CHART N BACK OF THIS SHE_7. 16) N01 All [[?+FIGURATIONS LISTED ABOVE ARE SMpvO ON THIS DRHIS S )KIVC VER INSTALLATION - EXTERIOR ELEVA7:CN SECTIONS 'A -A', •B-B', t HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED. EV,3- 2'PANEL DOOR SH7WN CONFIGURATIONS.STALLONET LDMENT 17) I'TAPCON IN EACH PAIR Or FACTORY APPLIED 1NS7ALLATIO+ HOLES UNLESS NOTED C' A I . d A I-1/4' H:N. OTHERWISE ON ANCMCR CHART. SEE BACK OF THIS SKEt, 4 18) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOVN THIS PR:NT ALSO APPLILS TO 2W0 SERIES AND 800 SERIES.. ... ........-'.. - .. d A LIBERALLY APPLY CAULKING UNDER SILL - - OR SET SILL IN BED �LINSTALLATION ANCHCR OF CONCRETE 3/1166''L'.i0. TAPCON SECTION A A C ..^M II I I�UA70.:IU/CJ/V1 I"ALL: ,1,� 1-"- n• rLLnvVL/CJ/V1 I�L.MLL: ,1'-) Iv"v n• FLLAV'JLI FK:Mri RH4 DC.. ?W INTERNATIONAL ARV•. SUITC -S0, KATHR3V. FLOR:CA. 32746..407-BC5-0343 FAA 407-8:5-0364 INSTALLATION ANCHOR DOOR V1DTH /4' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'O'D ( TWO By v00D a8 SCREV RIB SCREW SHEATHING (SEE NOTES) �1-1/8 MIN. BY OTHERS EMBEDMENT TWO By vO06 By OTHERS CAULK BEivEEN BY OTHERS DOOR FLANGE BY VOOD SLIDING GLASS b SMEATH]NG /—TVII .BY OTHERS DOOR FRAME , HOOK CAULK STRIP SHEATHING I/ I 1/4• Max. p \ I F SHIM SPACE STUCCO —! OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS A. UBE #� - SLIDING. GLASS. DOOR FRAME SILL I-I/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD \ SLIDING GLASS DOOR ' SHIM AS REO'D. HOOK STRIP (SEE NOTES) x/ INSTALLATION ANCHOR MIN qe SCREV EMBEDMENT ZTEMPERED GLASS CAULK BETWEEN . cTYP.> DOOR FLANGE b SHEATHING 7BY OTHERS PERIMETER SHEATHING CAULK BY BY OTHERS TEMPERED GLASS OTHER S STUCCO (TYP.) STUCCOOR SIDING:. OR SIDING BY OTHERS BY :OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B HOOK STRIP DETAIL.. ( MATERIAL: ALUMIH4r ALLOT 6060 2) .9 INSTALLATION SCREV- MUST BE Of SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT Or 1-1/0'. INTO WOOD. .TAPCON_TYPE INSTAL AN{HIGRS AT. SILL MUST BE Or SUFFICIENT LENGTH TO KHICVE MIN. CHBEDMEN: Or-1-li4•, INTO HASpNaY 02 CONCRETE ' ----- Q) INSTALLATION ANCHOR CHART ON BACK Or THIS &MEET." - a) USC SILICON ZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L VAMBS, 3) USE SILICONIZED ACRTIiC CAULK FCW PERIMETER SEAL A.i'DUND EXTERIOR Or DOOR- . 6) If EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED VIYM NEXT LARGER SIZE. FOR INC APPROPRIATE DESIGN PRESSURE REO'0. 7). FOR POCKET DOOM SIZES USE CLOSEST BYPASS DOOR SIZE 1, CONFIGURATION TO FIMSKD OPENING PLACE INSTALLATION ANCHORS. IN IRONT OF W=IK STRIP AS SHOVN ' B) GLASS. THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS 9) DOOR UNIT IS APPROVED USING TCKPERED. GLASS IN SINGLE GLAZED OR -INSULATING GLASS ID> JAMB / SILL CORNERS ARE TO BE SEALED VITM A SMALL HINT: :SCAN SEALER 11) SHIM AS RCO'D. AT EA SET Or INSTALLATION AKNEIRS. MAX. ALLOVABLE-SHIM STACK. TO BE 1/4•. I2)' ALL INSTALLATION AHCMCRS MUST BE MACE Or CORROSION RESISTANT MATCRIALS I3 WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED COFIGVRATIONS ARE AS LISTED ON ANCHOR CHART ON BACK Or THIS SHEET. EMBEDMENT EXTERIOR. ELEVATION "' NOT �A—A OLAMOOK STRIPVE DET�E .TO INSTALON THIS LATION Or�ALLVER APP (ROVED LAGIOn D N , ±" O COM IGAATION2. A I A 1-1/4' MIN. 2 PANEL DOOR SHOWN .... IS) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SMOVN. THIS PRINT ALSO APPLIES 70 - 2000 'SERIES AND 300-SERIES. .: J 0 D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOZ OF- CONCRETE 3/16' DIA. TAPCON. SECTION- -A=A F 1200E TEMPERED GLASS (TYP.) DOOR HEIGHT D A - B I DESCRIPTION DATE INI EXTRUDERS FLORIDA IN T INC SANFORD F.L. TITLE: SLIDING. GLASS: D00R INSTALLATION' WITH #.8 SCREWS'`` DRAWN BY: BB APPIROVED BY: ATE: 12/17/01 (SCALE: NIS IDWG ¢'FLEX0027 ;SHY l OF WP.Rro I, PRODUCT L APPLICATION CMGCNECRIHO. DC., 2:0 INIERMT10MAL PKVY- TU:TE 23.. HE&tMU1QV. r6OAI0A. 327.6. u7-ROS-0163 rAX A07-903-0IK 1000 P.V./DESIGNER SILL (TYPJ /-#8 X 3/4 SELF / TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L KLLIGN SEALANT SETVLLN- VINDOV FLANGES L MULLION u \—#8 X 3/4 SELF ' 1000 Sx TAPPING SMS HEAD (TYPJ SEALANT BETWEEN VINDOV FLANGES SECTION A —A (1) L MULLION 1000 P.V✓DESIGNER SILL (TYPJ . #8 X 3/4 SELF TAPPING SNSI X 2 7/16 X 1/8 I— If tJ1 T TUBE MULLION SEALANT BETWEEN VINDOV FLANGES- 6 MULLION "_ #8 X 3/4 SELF `-1000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A -A (3) V(NDOV FLANGES & MULLION- 1000 P.V✓DESIGNER '.SEALANT BETVEEN H/wDav FLANGES SILL (TYPJ L MJLLIOM #8 X 3/4 SELF TAPPING SMS 1 X 4.X 1/8 F__TV7 T TUBE MULLION u \_#8 X 3/4 SELF �1600 S.M. TAPPING SMS HEAD (TYPJ SECTION A -A (5) 1000 P.V✓DESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION #8 X 3/4 SELF —1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A -A (2) -1000. P.V✓DESIGNER SILL (TYPJ. #8 X 3/4 SELF TAPPING SMS 1X27/16X TUBE MULLION SEALANT BETWEEN VINDOV FLANGE . _..... 6 MULLION APPLIES TO HEAD k SILL WHERE 1' X 4' AUXILIARY PLATE DETAIL C Z' X 4' TUBE MULLIONS ARE USED 'ffOR ADDITIONAL ANCHORS. VHEN REOUIRED) O SHEATHING (D _O INSTALLATION ANCHOR #8 WOOD HULL10N SCREW (TYPJ 0. EXTERNAL MULLION INSTALLATION CLIP . TWO BY WOOD BUCK BY OTHERS 1000 P.V./DESIGNER SILL (TYPJ 48 X 3/4 SELF TAPPING SMS /' 2 X 4 X 3/8 / TUBE MULLION #8 X 3/4 SELF 1000 S.H. TAPPING SMS \ HEAD (TYPJ ` #8 X 3/4 SELF . TAPPING SMS DETAIL SECTION A -A (4) 1000 S.M. HEAD (TYPJ ` 1000 P.V./DESIGNER SECTION A —A (%) SILL (TYPJ �. IIY #8 X 3/4 SELF TAPPING SMS is TUBE MULLIftSN'' A-L pT S a ` #8 X 3/4 SELF �1000 S}L TAPPING SMS HEAD (TYP.) SECTION A —A (6) 2002 �r MULLION APPLIES TO HEAD k SJLL WHERE 1' X 2- - k 1' X 2 7/16'. TUBE MULLIONS ARE USED DETAIL B INSTALLATION ANCHOR #8 WOOD,SCREV CTYP.) '`-HORIZ CLD' L1 1/8' MIN. EMBEDMENT' �J �I 1i8• MIN, ��111 EMBEDMENT: FLORIDA EXTRUDERS INTERNATIONAL,' atC SANEORD, .FLORIDA TITLE:SER,.;1000/1500 FIN SHEET .OF -2 -TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET .:2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY. MSH JAPPROVED BY: DATE:2/6/02 SCALE:NTS ,. DWc•: 1HMFINTR SEALANT BETWEEN 1000 P.W,/DESIGNER utir+iL o VINDOV FLANGES (APPLIES TO JAMB WHERE 1 X 4 L MULLION 1000 P.V,/DESIGNER r SILL CTYP.) do 2' X 4� TUBE MUWONS ARE USED) Q _ SILL '#G' X I+ #8 X 3/4 SELF / TAX 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE OR MASONRY . BY OTHERS ' INSTALLATION ANCHOR 3/16' DIA. 1 X 2 X 1/8 1 X 2 X 3/8 TAPCON SCREW ANCHOR (TYPJ TUBE MULLION TUBE MULLION ILLION SEALANT BETWEEN , EXTERNAL IONCLI ��I ONE BY WOD INSTALLATION CLIP WINDOW FLANGES �..�+1YTRAL FLO.�A 1B.O.A.F. BUCK BY OTHERS L MULLION - - _ -- MAMNAC NAME: = .. #8 X 3/4.SELF MASTER �'ux.z, pBg��. 1000 SA/ MULLION TAPPING SMS �1000 S.H.:.TAPPING SMS6 • HEAD (TYPJ HEAD (TYPJ SvUaO BFELAANNGESS SECTION A —A (1) SECTION A —A (2) L MULLION 1000 P.W./DESIGNER 1000 P.V./DESIGNER 1000 P:V./DESIGNER SILL (TYPJ SILL (TYPJ SILL (TYPJ Q #8 X 3/4 SELF #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS 1X27/16X1/8 2.X4X3/8 TUBE MULLION TUBE MULLION F►-1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANT BETWEEN VINDOV FLANGES SEALANT BETVEEN ... .. L MULLION WINDOW FLANGE L MULLION #8 X 3/4 SELF ( L� A.._ . #8 X 3/4 SELF \ 1000 S.H. TAPPING SMS �1000.S1i.. TAPPING SMS HEAD (TYPJ HEAD (TYPJ - SEALANT BETWEEN SECTION A —A (4) : WINDOW FLANGES. gFCTION A —A (3) #8 X 3/4 SELF L MULLION TAPPING SMS 1000 P.V./DESIGNER . SEALANT BETWEEN 1000 P.WDESIGNER , r SILL (TYPJ 1000 S.K. r SILL <TYPJ WINDOW FLANGES l HEAD (TYPJ #8 X 3/4 SELF t M�•� r #8 X 3/4 SELF �� TAPPING SMS TAPPING SMS SECTION A —A (7) VIEWED FROM EXTERIOR, IX4X1/8. 1X4X3/e TUBE MULLION TUBE MULLION INTERNATIONAL;. INC FLORIDA EXTRUDERS .FoRD.,:FLORtDA '1ME: SER. 1000/ 1500 FLANGESHEET 1 - OF: 2 TRIPLE HORIZONTAL MULLION SECTIONS ��r r SEE OTHER SIDE (SHEET 2 OF 2) FOR #a x 34 SELF ne x 3/4 SELF DESIGN.. PRESSURE CAPACITIES TAPPING SMS TAPPING. SMS �,1000 SA ZLCZ 1000 S.H i s DRAWN BY: MSH APPROVED BY HEAD (TYPJ HEAD (TYPJ SECTION A—A:`(5) . SECTION .A —A (6)... DATE:2/6/02 sCmz NTS DNG iHMFLGTR -1000 P.WJDESIGNER SILL .(TYP.) #8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- & MULLION tooD P.W./DESIGNER APPLIES TO HEAD & SILL WHERE 1' X 4' SILL (TYP.) AUXILIARY PLATE 2" X 4' TUBE MULLIONS ARE USED (FOR ADDITIONAL ANCHORS. VHEN REDUERED) AI #8 X 3/4 SELF TAPPING SMS SHEATHING IX 2 X3/8 �. � 00 TUBE MULLION - - r INSTALLATION ANCHOR 08 WOOD MULLION - - - SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP -•- TWO BY WOOD BUCK BY OTHERS SEALANT BETWEEN' U \—#8 X 3/4 SELF #8 X-3/4 SEUN7-RAL �.,_.�.. WINDOW FLANGES \ _ : MULLION `-1000 S.H. TAPPING . SMS � 1000 S.H. : TAPPING SMS ., : _ . _ SEALANT BETWEEN HEAD (TYP.) HEAD (TM) MANU 'Ai CTURER HA a MULLION SECTION A —A (2) WINDOW FLANGES SECTION �A—A (1) �-toRl� - U EiLS �- -- �• - - i MULLION 1000 PW./DESIGNER IOOO.P.W./DESIGNER Y rIv (o ➢E7�iL1 r SILL (TYP.)r SILL (TYP.) t #8 X 3/4 SELF / a8 X 3/4 SELF Zia 1000 P'W./DESIGNER `S A TAPPING SMS TAPPING SMS SILL (TYP.) kj IX27/16X1/9 1X27/16X38 H l A fTUBE MULLION TUBE MULLION #8 X 3/4 SELF TAPPING SMS _ .- ., 2X4X3/8 SEALANT BETWEEN I 1 1/8' MIN TUBE MULLION : WINDOW FLANGES 148 EMBEDMENT:i BULLION SEALANT BETWEEN :..:. HEWED FROM EXTERIOR WINDOW FLANGEi MULLION _.. _. DETAIL BAPPUE$ TO HFAO & SILL-WHERE� 1' X 2' \_#8 X 3/4 SELF X 3/4 SELF=S1�2'7 M /I8 NBE� ULL10N5-ARE USED �1000 SA TAPPING SMS1000_S.H TAPPING SMS HEAD .(TYP.) HEAD (TYP-) SEALANT BETWEEN SECTION A -A (3) SECTION A —A (4) INSTALLATI@4 ANCHOR . 48 VOOD .SCREW WINDOW FLANGES CTypj L MULLION HORI L CLIP. 1000 P•W./DESIGNER SEALANT BETWEEN 1000 P.WJDESIGNER -MOBI r SILL (TYP.) WINDOW FLANGES r SILL (TYP.) #8 X 3/4 SELF I i -MULLION*TAPPING TAPPING SMS #8 X 3/4 SELF4 SELFTAPPING SMS SMS -1000 S.H. SECTION` A —A (7)I t/9 MIN1 X 4 X 1/81 X 4 X 3/8 HEAD CTYPJ I Va- ENT TUBE MULLIONTUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL'INc SANFORD, FLORIDA <.. =: SER• : 1000/ 1.500 FIN SHEET 1 OF ,2 TWIN HORIZONTAL MULLION SECTIONS• Ir -SEE OTHER SIDE ('SHEET-2 OF 2) FOR #8 X 3/4 SELF #8 X 3/4 SELF x ;DESIGN: PRESSURE CAPACITIES TAPING. SMS TAPPING SMS - = ---1000 S.H . . � 1000 S.H. HEAD (TYP.).. HEAD (TYP.)_ �:B �ZDOZ. " R�1YN BY: MSH APPROVED. BY: SECTION `A -A (5) SECTION A —A (6) - DaTE:2/6/02 sCALe: NTS DWG.: 1 HMF I NTW SEA, -.AN 3ET;c >: W:,,4,,OW FLA.tiu_S t MUL_!0N 1000 P.k'.!DESIGNE:R ( S!L_ tTYR7 ,--4! X 3/4 SF_F TAPPING SMS IX2X!/? ' T:;:E MU!-:_1 * S 4:A" P_ W_EN 1`� W.,hSny rLANG=S- t MULLiCN `-- k8 X 3r: SELF ,.EALANT vc-'vE-'� viny_W _ANH SC?ION A -A (i ) y w�LrnN ar'000 P.W./DESIGNER SILL (TYP.) e8 X 3/4 SELF \ TAPPING SMS 1 x 2 7/16 X 1/E r— nt 1 r Tj:= MULLION SEALANT 3--TWEE WINS-1! F. Al- -ES- L MLI!_LI'6 C' P,W:/DESIGNER ! YPICAL MUWCN 7C CONCRETE C JA%AB ri i.(APPUES TO JADE WHERE 1' X 4' SILL <T'!P,) i 2' X 4' TUeE MULUONS ARE USED) Q 1Y, ems_ X 3/4 SELF I! / TAPPING SMS ! 'Ii CONCRETE OR MASONRY ti BY OTHERS iLNSTALLA. ANCHOR.3/1D.A.X 3/3, , 'YP:TAPi^.Ci �( /— EXTERNAL MULLION b'• yOr D_. � INSTALLA'ICN CLIP, 2 ABUCKY OTHERS IFLORM\` TA"r�11G 4SE SkS LQ KlQ9 U 1MULLION uA � •.ry�y�9 1 c TT,-; .liit'>•J a ya1 Ii /,3.Y,�v C T ION A —A r>> 1 1 F r•000 �.wl /DESIGNER ( SILL (TYP.) I SILL (FYP.) A C X 3/4 SELF a ! 1 TAPPING SMS `6 X 3/4 SELF I -h . I X 2 7/16 X 3/9 IQ� / TAPPING SNS IIIF�S7f �BII��f7� IIIII / .X 4 X �3_/8TUEE MULLIGIF %I : N. EMBF:MEN7 SEALANT BETWEEN ViNJCW FLANGE t MULLION '`;f8 X 3/4 SELF \-t8 X 3/4 SELF —i000 S.H. TAPPING S4S �;00D S.H TAPPING SMS HEAD (TYP.) HZ"AD (TYP.) SEALANT BETWEEN SECTION A -A (3) SECTION A -A (4) `\\ VINZCV FLANGES , ` ;e X 3/4 SELF t MULLION 10-30 P.W./DESIGNER' SEALANT BETVE:--N1000 P.W./DESIGNER TAPPING SMS. ( SEAL <±YP.) WIN;, W FLANGES i S:__ .TYP.) —lODO I t MT�LiCN ► HEAD' TYP: =6 X 3/4 SELF j �--#P X 3/4 SELF TAPPING SMS TAPPING SMS ..SECTION TIOiV A —A (7 f 1 X 4 X 1/8 r 1 X 4 X 3/8 i �FLORI] u `--`S X 3/4 SELF °� `-46 X 3/A SELF TAPPING SITS �T PPiuG SMS IQCO SRN. 00C S.!4. u_A] (TYrJ HEAD iTTP.i cry -;ON A. --A r5 . inri A 16) f TrrLE: SEJR. TWIN F 14AX SEE DES.] FE81.5 �J2 'DAB ��, DETAP P D EFBL �l ELEVATION I VIEWED FROM EXTERIOR 1 1000 P,VJDESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS 1X2X 1/8 TUBE MULLION -SEALANT BETWEEN WINDOW FLANGES- L MULLION SEALANT. BETWEENJ U \-#8 WINDOW FLANGES L MULLION X 3/4 SELF 1000 S.H. TAPPING SMS CTYPJ SEALANT BETWEENHEAD WINDOW FLANGES.; SECTION A —A (1).- L MULLION r1000..P.VJDESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 F-1nm / /— TUBE MULLION U _ � SEALANT BETWEEN WINDOW FLANGES — L MULLION p #8 X 3/4 SELF �1000 SA -TAPPING SMS HEAD (TYPJ SEALANT BETWEEN -.. SECTION A —A (3) WINDOW FLANGES L MULLION 1000 P.VJDESIGNER SEALANT BETWEEN SILL (TYPJ WINDOW FLANGES L MULLION #8 X 3/4 SELF \ / TAPPING SMS / /� f�(1rI / TUBE MULLION U #8 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYPJ SECTION ``A —A (5) 1000 P.W./DESIGNER AUXILIARY PATE APPLIES TO HEAD & SILL WHERE 1' X 4' SILL (TYPJ (FOR ADDITIONAL ANCH=, VNEN REQVMI).) do 2' X 4' TUBE MULLIONS ARE USED #8 X 3/4 SELF O DETAIL C TAPPING SMS SHEATHING . O O i X 2 X 3/8 — — TUBE MULLION INSTALLATION ANCHOR_#8 WOOD 0 SCREW. (TYPJ. _. EXTERNAL MULLION INSTALLATION CLIP C'NT=F'I,QRMA B.O.a 0 BY WOOD #8 X 3/4 SELF CK $Y OTHERS �1600 S.H. TAPPING SMS. MANUACm R(N HEAD-(TYP.) —oR/P¢ piP SECTION A -A (Z) MULLION r1000 P.W./DESIGNER SILL CTYPJ ` nFT� #8 X 3/4 SELF 1000 P.W./DESIGNER TAPPING SMS SILL (TYPJ 1 X 2 7/16 X 3/8 A TUBE MULLION #B X 3/4 SELF TAPPING SMS 2X4X3/B TUBE MULLION SEALANT BETWEEN WINDOW FLANGE L MULLION.' #8 X 3/4 SELF �--1000 S.H. TAPPING SMS ' HEAD (TYPJ SECTION A —A (4) 1000 P.W./DESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS 1X4X3/8 F__ml T TUBE MULLION ,a #8 X 3/.4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) I 1 1/8" MIN, III+ EMBEDMENT l VATIQ VIEWED FROM EXTERIOR QETAIL 8 .APPUES TO HEAD do SILL. WHERE V X 2- k 1' X 2 7/16' TUBE MULLIONS ARE: USED srxunoN ANCIgR .. ee vwn scREv (Typ.) HORIZ CLIP . \_#8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (7) 1 va HIN HEAD (TYPJ —'i EMBEDMENT FLORIDA EXTRUDERSINTERNATIONAL, _INC SANFORO.- FLORMA r? tr TtTLE:SER.:. 1000/1500 FIN SHEET 1 DOE', 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF Z) FOR DESIGN PRESSURE CAPACITIES tO� : DRAWN BY. M S H APPROVED BY: DATE:2/6/02 I SCAU: NTS DWG.: 1 HMF I N . �- C00 P.W./DESIGNER ISILL (T...) uc v 3/4 SELF TAPPiNG SMS r- 1 X % X 1/8 i SEA --ANT 3ETV-_" v 4 FLA�GES- i i SEA_41T 7ETWEEN- `— a8 x 3/4 SEL' WIND: FLANC$S ` TAR=7Nn_ SMS ratAli.., YPJ SEALANT E'TvcE?: \ WIN20W' FLANGES SECTION A -A .i MULLiLa F000 P.W./DESIGNER S:LL (TY'R.' e X 3/4 SELF TAPPING SMS X 2 7/16 X 1/8 f�lfU l / TUBE MULLION SEALANT BETWEE: WIN::C:W FLANGES L MULLION �- #e X 3/4 SELF �1000 S.H. TAPPING SMS HEAD (TYPJ SEALAN" BETWEE`! SF CTi0N A —.A (3) WINDOW FLANL:S i M+_�IIQN 100.0 F.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES i xa x 3/4 SELF S MULLION � TAPPING SMS \ ` 1 X 4 X I/e IuiL MLILILIN ! r 4'./ "�.uNER IOU P, D`":G � TYPiCAL MULLION TO CONCRETE 6 JAM8 A L.^_S TO JAMd9 WHERE 1' X � � cp �r , WHERE a' -r-; `- �' ' ` (TYP.) i ': 2" X 4' TUBE MULLIONS AP*--- ::SEC) dl —eR X 3/4 SELF ..'', TAPPING SMS CONCRETE OR MASONRY 1 EY I?T- ms I 1 { d i QNE BY WOcr_ i I HUL< by OTHER`, a \7 CENTRAL, FY,®a' A A. E { : .O. TA3PIN: SMS h%iNUFALCTURER,NAME: - iNS'A_LA.iION ANCHGR 3/16' L!A. TAPCON S:i_V ANCHZ7 ;TY=.) i— EXTERNAL MULLa3N.. INSTALLATION CLIP �w"�LIOh f'LdR/j .A L=UDERS i I t Ij S1= C T iC),N, A —A XA.STER FHXlE #. (—lose P.W./LESGNER ' SILL (TYR.) Q r ea X 3/4 SELF r t' TAPFINZ EMS - ( iT / TYi I x 2 7/15 X 3/8 S � LL P.). I / TUBE MULLION r-I i-- 1 1/41 MIN. f re 3/: SELF EM=Eii'ENT TAPPING SMS 2X4X3/e r--ltll-j TUBE MULLOGN SEALANT BETWEEN . _ \ WINDOW FLANGE - 8 MULLION \—ae x 3/4 SELF 1060 S.H. TAPPING SMS HEAD (TYP) .SECTION A. —A. (4) 11000 F.V./DESIGNER !- SILL (TYP.) i /--i`a X 3/4 SEcF TAPPING SM.S . /(�' 1 X 4 X 3/8 nml / I'Jl7 f4Ll_LLn� 1 ` Ra X.3/4 SELF TARRING SMS !GM `S.H. SECTION A —A (7) I A i NATION V!EY1EC FROM EXTERIOR j{ TTrttr:ScR, 1000/SOCI F, ANGE SHEET 1 OF. 2 i I �E- I DNSr�rCHORIZ� \ I i HER S 1 J: l J"TLL + C Uf 2/_. f L.!'( SH J \-e8 X 3/4 SELF ='- X 3/4 St_. j DESIGN FRESSuKL E:�°AS I TI ES TAPPING SMS G Yt�.l' SMS i0D S H CprS(-� ) {DRAWN BY: i1SH APPROVED BY:, .HEAD P.) ..S_r iON .(5). - Sc.,T,.,:N r,--A +v, _. � _. / ..`i...�� 1�� DATE� ��.Q� _ SCALE:i�+ DWG.: li-+ilFt_Ci- 1000 S.H. I X 2 X 1/8 1000 S.H. 1 X 2 X 3/8 JAMB (TYPJ TUBE MULLION JAMB <TYPJ TUBE MULLION BY WOOD BUCK BY OTHERS #8 X 1/2 SELF #8 X 1/2 SELF 1 1/8' MIN. TAPPING SMS TAPPING SMS EMBEDMENT ,SEALANT BETWEEN WINDOW FRAME L MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) 1 X 2 7/16 X 1/8 1000 S.H. TUBE MULLION 1000 S.H.- JAMB (TYPJ. _ JAMB (TYPJ 1000 S.H, JAMB (TYP,) #8 X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME t MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) IX4X1/8 TUBE MULLION 2 X 4 X 3/8 BETWEEN SEALANT BETTUBE. MULLION WINDOW FRAME .L MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (2) 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYPJ TUBE MULLION #8 X 1/2 SELF TAPPING SMS DETAIL C \ �-- SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP . MULLION APPLIES TO HEAD & SILK WHERE 9" X 4" do 2" X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD k SILL WHERE 1" X 2` & 1" X 2 7/16" TUBE MULLIONS ARE USED — #8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL #a vODD SCREW (TYPJ SILL CLIP.. #8 X 1-1/2 SELF vINDOW FLANGESN SEALANT BETVEEN TAPPING SMS 6 MULLION 1 1/8' MDa WINDOW FRAME EMBEDMENT 6 MULLION,SECTION A -A (7) —T #8 X 1-1/2 SELF saeAn+tN� I TAPPING SMS DETAIL C SECTION A -A ('4) won rRAnwc AUXILIARY PLAT 1 X 4 X 3/8 Q �,�• . (FOR ADDITIONAL . ANCHORS, WHEN REQUIRED) TUBE MULLION D. /00 el iJ A A }}� 1000 S.H. 'j UIlI ,r �v8 �. iT � (2) (D JAMB (TYPJ #8 x 1/2 SELF �- TAPPING SMS #8 SELF TAPPING \ — / SMS (TYPJ DETAIL B MULLION N8 X lit SELF ELEVATION 0 TAPPING SMS VIEWED FROM EXTERIOR a s o�ao SEALANT BETWEEN SEALANT BETWEEN 61NDCIV MULLION FRAME .. 61MULLION NDOW FRAME j F 3 2302. . #8 X 1-1/2 SELF #8 X.1-1/2 SELF TAPPING SMS TAPPING-SMS SECTION A -A (5) SECTION A -A (6) FLORIDA EXTRUDERS INTERNATIONAL, �A m7.E: SER. 1000/ 1500 FIN SHEET 1 OF, 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2-OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/02 I SCALE: NTS DWG.: 1VMFIN iy r" S.H. IN jAy, B (TYP. _xexi/e $•. �- e ��X '/2 SELF rrr i A`-Piri'u SMS �'- SEALANT i. MUi._IEN T TAPP:N: Sms /--I x c 7/,6 F :i6 f TU= MULLiuN JAMB (TYP.) j JAM (TYP.) 1 ix2x3/8 TUFE MULLICN #8 X i/2 SELF TAPPING S:!S t 1 l ICJT'. A -A iL l .i- i X 7iiE x 3/6 ; ULE MULLION jAM3 (TYP.7 . , -S x i/2 SELF TAPPINZ SMS I SEALANT BETWEEN VINDGV FLANGES & MULL ICN #8 X 1-1/2 SELF TAPPING SMS - S_C1 QN A —A 11.51 Ix4Xi/6 TUBE MULLION #8 X 1/2 SELF TAPPING SMS ONE BY WOOD_ QE AHL C j 3uCR BY 07HERS L � E r J \ r NCRE MASONRY SY GTH K$ �i 1/A• MrN 4 / 4 iEMBELMENT a / i 1I APCM _ c x 4 x 3, 6'_RNA, MULLION INS74i ATIQN LL.p ! I tea_ h( Gti TG 'UON ^ -T 0 HEAL) ;'UES TO rtA!C & S!LL W-1 E 4E 1 X `: .. E M,,,,.L,b 2' X E".S ASE USE,; JAMB (TYP) ;.8 X ', 2 SELF TAPPING SMS pETAIL d . #e X '/2 SELF INSTALLATIONrANCHOR _ TAPPING S.S f - ! 1 3PA' DI.A, TAPCGN ISCREW ANCHOR.(TYP.) i SILL C_IP .' I #a X 1-!/2 $ELF SEALANT BETWEEN TAPPING SMS SEALANT BS'v_EN VINTA?V FIANG:S ' -:. - 1 !/a' MiN. - - VINIIGV FLANGES S.MJLLICK Q EMBEDMENT & MULLIGN Z TiON A —A - 7` _ ` #.O Y /2 SELF TAPPINiG*�SMS �- DETAIL C .Q P:=AST SILL BY G!HERS. ! .. _ .. ......A !T, !SRY Pt ATr .�rnr nn! r _ Y ` ON A -A r 4) i .� ;"OR ADL.TI NAL ANCHORS V-EN REQUIRED).. 1 X 4 X 3/6 TUBE MULLION�L��t� 130. ... '000 S.H, f , � A) A i { Fl ;;o_o c= iATI P ! I i ELR'%TlQ .. #8 x 1/2 SELF { VIEWED FRONA. EXTERIOR TA?PIr(G SMS - FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD FLORIDA aa>a ;TITLE: SERE 1000/ i,5C0 `!= L.ANGE SHEET 1 Or --2 \' i SEALANT BETWEEN SEALANT -BETWEEN T WINDOW FLANGES. \ _ V[N]G'.' %LAhL'_S i Sr c_ ETHER- S DE ''( SHEcT DES _ � N PRESSURE' CAPAC I T tES � & NUCLEON - & MUL!.10N T r'• �' `- ke X 1 V8 SELF" — #8 X 1=112 SELF TAPPING SMS TAPPING- SMS � 4 MSS FEB 1 r. - !DRAWN BY `APPROVED BY �7CTIU\ A-N 5" J_l nJv ,� i CE SCALE:,vTS DWG.. "ILG -- DATE: 2/ 1 J — 1- - 1 V -e U ./--1 X2 X1/E 1CCC _ 1X2X3/E V1Cv a� 1 / TUBEM;:'_L'.Cti _AMS •Ty'., jA: �i /� IJ3; MUL'_ILN ° 1`1 i TAP _ F #6:/_ SELF 2 X 4 X 3/6 — X...- SMSL A.Fa iNG SS TLBE MtLlti;• i w'LN AV Lam`!A�nVT 9L -- vIW:Lw1 FLAM1uS .. \ 'wi;,L 7 P c� .. �_ kE rt -1/[ S_; SELF TA='iNIn S`!S TYP:C,tL VERMCAL TO H0R`ZCNTAL MULLION TO NULUC.N y�•r+,' X aR CX P;J l SCX.'.' i I is 1NTEK.NAL CLIP -I ` -P==;nCSMS,X .OR - =X MULL CT:Y-p:) i c_: �T X 2 7/16 X 1112 I X 2 7/16 X 3/E / BZ MULLION' Tuu3 S.�i.-, ` I, r1NSTAL_ATIDta,0.^C.`i.^.4 IC7C S ^I. l ^ Ti 3E MJL_crN I JAMS CTY?.: SEALANT HETv� * j ;CRE IIAN Ta C JAM_ (TYP.: / J _ #8 X 1-1/2 SELF I SCREV ANCH`'4 'TYP.; WIND FlAN1.E1 1 L !?,i! _10V . TAPPING SMS I I SECT;ON �:-.•� �(7) + I /-•SILL CL.. k6 x 1/2 SELF -ifi X 1/2 SELF 1' TAPPING SMS I =vo)\ 9.r TAPPING SMS �' Q N. =- CMENT PRECAST SILL BY OTHERS SEALANT BETWEEN SENT ALAHETVE£N ( BETA4L�- y L,UXIL!ARY PLATt ViNCOV FLANGESW ld-OV F..r17GES `gE X 1-1/2 SELF ; •� CF.B A TIDNAI. Pb:.�1.m,45 LR WHEN Rc0-E-u: L AYJLLION -L -LION I . . A'PM', Sy TAPPING SMS -- C� / O SECTION A —A (3) ECTOi' Q-A ,4i // r; ; I X 4 X 1/E 1 X 4 X 3/8 I i A I A g I i —O TU3E MULTI21 TU" w1IION--------------- I �! jyp O EI F i APPi\G 8! I ML4 _ IOBC S.M.-} 1ceC S.P.— /�¢ �- ' ((( • `vic- EI, FROM EX'_RICR :TT JANF , .von 1 ]%(A o dj� `- �jj�� F�gr INTERNATIONAL, INC 6 FLORIDA EXTRUDERS SANFORD,' FLORIDA #6 x 1/2 SELF #8 X 1/2 SELF TAPPING SMS \ TA. PING SMS — '_ T.. 1. OF,, -C ITS:SIR 1000/i500 FLANGE SHEE. r VERTICAL MLJ!L:ON T_NTO HORIZONTAL _... SEALANT BETWEEN - 'FALANT H Tw__EN , � Scc .OTHER�� S I „•`_ .. C_SHtET '2., Or 2) -FOR ` VINLGV iLAN GES YIYrW'F AN ::S - �e x 1-i/2 S:L- DES.I�GN : P,IRESSURE CAPACITIES. 4 MULLIi)ti .. _... a' MJL.71014. ... TAP='<: SELF TAPPING sMs F A ��, HE01 5. Ls 2 DRAwN BY: POSH' APPROVED BY: SECTION A 1 C —A i S-TC, • —A DATE:2 6/ v'r I SCALE: N T S DWG. . I VHIHMF LO . SEALANT BETWEEN APPLIES TO HEAD & SILL WHERE I' X 4• WINDOWFLANGES AUXILIARY P a AI & 2' X 4' TUBE MULUONS ARE USED MULLION P.V./DESIGNER SIGNER Q"OR ADDITI@IAL AMCHDRS, WHEN REQUIRED) 0 X 3/4 SELF X 3/4 SELF SHEATHING' PING SMSPPING SMS O 'OTA� IX27/16X1/81X27/16X3/8 TUBE MULLIONTUBE MULLION _(D INSTALLATION ANCHOR #8 WOOD MULLIDN 4TA SCREW.<TYPJ SEALANT BETWEE O WINDOW FLANGES L MULLION EXTERNAL MULLION INSTALLATION CLIP TWO BY VOOD BUCK BY 'OTHERS,. X 3/4 SELF8 X 3/4 SELF ..PPING SMS.. TAPPING SMS MULLIDN-. HEAD (TYPJ HEAD (TYPJ 2000 P.V./DESIGNER APPLIES TO MEAD SILL WHERE 1' X 2• SECTION A —A f 1) - SILL (TYPJ SECTION A (21 & 1' X 2 7/16• TUBE MULLIONS ARE USED —A Ai ///''—#8 X 3/4 SELF / TAPPING SMS - p,L, / 2 . X 4 X 3/8 TUBE MULLION ^ INSTALLATION ANCHDR .... 06 WWD SCREV N' A WINDOW FLANGEEN .. . �I .. .._- • ,*QQ�� uR �$ . +` U p 5 {, MULLION 1/8'. MIN. EMBEDMENT I I �EXSEDMEKT1 lie, iaxD. 111 DrTnn c� SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION L MULLION 2000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X4X1/8 2000 P.W✓DESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS #8 X 3/4 SELF TAPPING SMS S.H. HEAD HEAD (TYPJ SECTION A -A (S) 1 X 4X3/8 TUBE MULLION TUBE MULLION FLORIDA- EXTRUDERS INTERNAn NAL, we SANFORD, FLORIDA 3 ` • T=: SER. 2000 FIN SHEET 1 ❑17 2 Titl'N- HORIZONTAL . MULL I ❑N SECTIONS TKIPiF _: _ , SEE OTHER SIDE ( SHEET 2 OF` 2) FOR #a x 3i4-SELF TAPPING SMS 1000 S H _: HEAD (TYP.) _ SECTION A —A (3) #e x 3/a SELF TAPPING SMS _. 1000, S.H. HEAD (TYPJ SECTION A —A (4) I EB 2002 DES -I GN PRESSURE i�CAP.AC I T I ES IDRAWN BY: MSH APPROVED BY: DATE:2/6/02 LE: SCANTS DWG.: ' 2HMF INTR /-2000 P.W./DESIGNER 1 SILL <TYPJ I #6 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SEALANT BETWEEN SEALANT BETVEEN VINDOV FLANGES 4 WINDOW FLANGES L MULLION L MULLION - `#8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) TYPICAL MULLION TO CONCRETE .0 JAMB (APPLIES TO JAMB WHERE 1' X 4-. DETAIL 8 k 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P,V./DESIGNER SILL (TYP.) CONCRETE OR MASONRY., #8 X. 3/4 SELF BY OTHERS TAPPING SMS 1 X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DIA. / TUBE MULLION TAPCON SCREW ANCHOR <TYPJ #8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (2) L� FLWDA B.O•P—F. SEALANT BETVEEN S ZSti�.a-� VINDOV FLANGE - p•{ L MULLION MkNA l +++ - �ORrI�� DETAIL B j #8 X 3/4-SELF i.'; :. ;=';< 1 A SEALANT BETWEEN TAPPING SMS _.__.. WINDOW FLANGES L MULLION 2000 S.H. - 2000 P.V,/DESIGNER 2000 P.V./DESIGNER HEAD RYPJ y SILL (TYPa SILL ,(TYPa _. #8 X 3/4 SELF - " " #8 X 3/4 SELF SECTION A_A. (5) TAPPING SMS TAPPING SMS I X 4 X 1/8 1 X 4 X 3/8 ELEVATION TUBE MULLION TUBE MULLION t7� TVITE7W�ED _.FDROM EXTERIOR SEALANT BETWEEN FLORIDA'. EXl:R V EXTRUDERS WERNATIONAL, INC VDmaW FLANGES SANFORD, FLORIDA MULLION .. --... ... TRIPLE H❑RIZONTAL MULLION -,SECTIONS, #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS SEE OTHER SIDE .(SHEET 2 ❑F_.2) FOR `.2000 S M :.. 2000 S.H. HEAD <TYPa HEAD cTYPa DESIGN7.,PRESSURE-CAPACITIES -� SECTION A A (3) SECTION A —A (4) 8 $ 2lif)2 Dxnwx BY.7. APPROVED,- .$r <. _.... _. � :,.. ._ DATE: 2/6/02;.., scaiLE: NTS-.,— Dwa:>w=2HMFLGTR-.- .9 2000 S.H. JAMB (TYP.) I X 2 7/16 X 1/8 2000 S.F1 1 X 2 7/16 X 3/8 TUBE MULLION JAMB (TYP.) TUBE MULLION , DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION u 9 #8 X 1/2 SELFINSTALLATION 1/2 SELF TAPPING ,SMS G SMS INTERNAL CLIP— 6T#XA8,PPXII 2X4x3/8' TUBE MULLION , SEALANT 8ETVEEN.. SEALANT BETWEEN 1/2 SELF 2000 SHINDOV FLANGESWINDOW FLANGES TAPPNG'SMS JAMB (TYPJ t'HULLION 4. MULLION .. #8 X 1-1/2 SELF - TAPPING SMS #8 X 1/2 SELF _1 1X OR 2X MULL �i L 1X OR 2X MULL DETAIL B ANCHOR SECTION A —A (1). SECTION A -A (2) TAPPING sr+s.. I I 3 16' 0M TAP . .. - SCREW ANCHOR (TYPJ 1X4X1/8 1X4X3/8 /// SILL CLIP / TUBE MULLION TUBE MULLION Q 2000 S.H. SEALANT BETWEEN' -- - #8 X 1-1/2 SELF 1 1/4' MIN. 2000 S.H VINDOV FLANGES :,TAPPING 'SMS Q EMBEDMENT JAMB <TYPJ JAMB (TYPJ, 4.MULLION SECTION A—A'(5y ... PRECAST SILLBYOTHERS AUXILIARY PLATE #8 X 1/2 SELF 4 8 X 1/2 SELF (FOR ADDITIONAL ANCHORS, -WHEN REQUIRED) TAPPING SMS TAPPING SMS ' DETAIL. :.... .. . OD SEALANT.,BETVEEN SEALANT BETWEEN : .#8 X 1-1/2 SELF r VINDOV FLANGES WINDOW FLANGES TAPPING SMS / 1 a MULLION MULLD7N A A ... #8 X 1-1/2 SELF MULLION . TAPPING SMS . ?8 I SEALANT BETWEEN WINDOW FLANGES L MULLION _ AUXILIARY PLATE �.Liii�l'-ntirF•.(FUR DDTONAL ANCHORS. WHEN REDMD) s �o�- AI MAID UyAC"TU—aR NAPE: Fm 2000 P.W./DESIGNER 2000 P.W./DESIGNER LION SILL (TYP) SILL '(TYP.) 0 #8 X 3/4 SELF #8 X 3/4.SELF' TAPPING SMS. TAPPING SMS , I X 2 7/16 X 1/8 1 X 2. 7/16,X 3/8 / TUBE MULLION / TUBE MULLION ` SEALANT BETWEEN ` WINDOW FLANGES L MULLION #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) \_#8 X 3/4 SELF - 2000 P.W./DESIGNER SILL (TYP.) TWO BY WOOD BUCK BY OTHERS APPLIES TO HEAD & SILL WHERE I' X 4' & 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ ,,-.EXTERNAL MULLION INSTALLATION CLIP MULLION DETAti B A 1000 S.H. TAPPING SMS #8 X 3/4 SELF q JA HEAD (TYP.) TAPPING SMS2X4X.3/8 SECTION A —A (2) TUBE MULLION 1 1/8' MIN EMBEDMEN FLFvanoN SEALANT BETWEEN VIEWED. FROM EXTERIOR WINDOW FLANGE APPLIES TO HEAD. & -SILL WHERE I' X 2' .. _. ... _ .. _.. g I•..k.3:7/IV..TUBE- MULLIONS ARE USED . SEALANT BETWEEN SEALANT BETWEEN..INSTAII.ATIGN ANCHOR WINDOW FLANGES WINDOW FLANGES ..... ... .' ,.'10 WOOD SCREW 6 MULLION - .. (TYP.) L MULLION 2000 P.W./DESIGNER 2000 P.W./DESIGNER #8 X 3/4 SELF -r+DRIL CLIP, SILL (TYP.)' SILL (TYP.) � TAPPING SMS #8 X 3/4 SELF #8.X 3/4 SELF TAPPING SMS TAPPING SMS1000 S.H. SECTION A -A (S) I l I/e Mny I X 4 X 1/8 • 1 X 4 X 3/8 HEAD (TYP.) rrll EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL, INC. _ SANFORD; FLORMA Mu: SER. 2000 FIN SHEET 1 OF .2. .. L� TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET.2 OF.2)FOR " #8 X 3/4 SELF #8.X 3/4 SELF TAPPING SMS TAPPING SMS „ DESIGN PRESSURE CAPACITIES 1000 S.H. loon S.H. r. EB c002 ' HEAD (TYP.) HEAD (TYP.) DRAWN BY:MSH APPROVED BY:':. SECTION A -A (3) SECTION A —A (4) DATE:2/6/02 SCALE:NTS Dxc.:: 2HMF:INTW u 2000 P.V./DESIGNER SILL (TYP,) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 —1 --I TUBE MULLION Y SEALANT BETWEEN SEALABETV WINDOWNT FLANG WINDOW FLANGES L MUI.LIIIN L MULLIDN V #8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (1) TYPICAL MULLION TO CONCRETE 0 JAMB (APPLIES TO JAMB WHERE 1' X 4'� 8 Ec 2' X 4" TUBE MULJONS ARE USED) Q 2000 P.V./DESIGNER SILL (TYP) r #8 X 3/4 SELF. TAPPING SMS 1 X 2 7/16 X 3/8 TUBE MULLION #8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYPJ, SECTION A —A (2) SEALANT BETWEEN . .WINDOW FLANGE L MULLION r .: JX, FwRioa r772 (10fAs HAMRIFF SEALANT BETWEEN - WINDOW FLANGES L MULLION 2000 P.W./DESIGNER 2000 P.W./DESIGNER r SILL (TYPJ r SILL (TYP) 98 X 3/4 SELF / #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 X 1/81 X -4 X 3/e 1� TUBE MULLION�7yvq//_ TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 S.H. 2000 S.H. HEAD (TYPJ HEAD (TYPJ SECTION A —A (3) SECTION A —A (4) CONCRETE OR. MASONRY BY OTHERS #8 X 3/4 SELF TAPPING SMS 2000 S.H. HEAD (TYPJ . SECTION A —A (5) 7-1 L-- A FLEMATIO .,. MEWED FROM .EXTERIOR _.. INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA TTmsSER.. .20.00, FLANGE SHEEN , I; OF,., 2 TWIN HORIZONTAL MULLION'SECTIONS �r SEE OTHER SIDE (SHEET 2 OF-2)-FOR DESIGN PRESSURE-, CAPACITIES 1 F 8 20C2 nRAxN BY: MSH APPBogEvY < =; _. - nATE.2/4ZO2, sCALE:.NTS - � nRG-.2HMFLGTW . SEALANT BETWEEN WINDOW FLANGES L MULLION APPLIES TO HEAD do SILL .WHERE 1- X 4' AUXILIARY PLATE dC 2' X 4' TUBE MULLIONS ARE USED (FIXR ADDITIDNN. ANCH=. MIEN REDUIRED) DETAIL CENTRAL FLOITUDA B. 0. A. F. SHEATHING MANUACTUREP NAB : (D _E) . FL oR��g �,t�aDtR,S _ _ J;E1tA1<� FME # MULL. f INSTALLATION ANCHOR #8 .WOOD (TYPJ O SCREW 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL (TYP.) EXTERNAL MULLION _ SILL (TYP.) #8 X 3/4 SELF #B X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS • TWO BY WOOD` BUCK BY OTHERS 1 X 2 7/16 X 1/8 I X 2 7/16..X 3/8 TUBE MULLION TUBE., MULLION MULLION SEALANT BETWEEN - - WINDOW FLANGES MULLION .. .. - .. a DETATI C A 2000 P.V./DESIGNER l SILL (TYPJ : L_ A 08 X 3/4 SELF #8 X 3/4 SELF -1000 S H TAPPING SMS 1000 SA TAPPING SMS HEAD (TYPJ #8 X 3/4 tecr- TAPPING SMS f HEAD (TYPJ 2 X 4 X 3/8 SECTION A —A (1) SECTION A —A (2) " TUBE MULLION 1 1/8 MIN. ` F44+---- EMBEDMENT - - �/ATION VIEWED FROM:EXTERIOR SEALANT BETWEEN . WINDOW FLANGE DETAIL B APPLIES TO HEAD '& SILL WHERE 1' X 2' a MULLION.:. .... _ & 1 X 1 7/16-.. TUBE -MULLIONS ARE: USED . '.. __ .. .. STALLATION ANOCR . .. SEALANT BETWEEN TION AA (S) 18 vWD SCREW _ SEALANT BETWEEN WINDOV FLANGES - Scy�- WINDOW FLANGES a nULIION F10R(L cLlp A MULLION 2000 P.WJDESIGNER 2000 P.W./DESIGNER r SILL (TYPJ SMS #8 TAPPING X 3%4 SELF SILL (TYPJ j #8 X 3/4 SELF #8 X 3/a SELF TAPPING SM TAPPING SMS S — 1000 S.H. I vlr! MIN 4 X 1/8 .1 X 4 X 3/8 HEAD (TYPJ .-EMBEDMENT .: TUBE MULLION BE MULLION INTERNATIONAL; INC FLORII)A.. EXTRUDERS. SANFORD, . FLORIDA TrrIE:SER 2000 'FIN SHEET . -I OF 2 - - r HORIZONTAL -MULLION SECTIONS V SEE OTHER SIDE (SHEET 2. OF. 2) FOR #8 X 3/4 SELF DESIGN PRESSURE CAPACITIES .:.: ue x 3/a SELF TAPPING SMS_.. .. _. TAPPING SMS 1000 S.H. rMrf LB YOIa _ i .1000 S.H. HEAD (TYPJ HEAD (TYPJ DRAWN BY: MiSH APPROVED BY., ._ SECTION A —A (3) SECTION A —A (4) K_TE:2/6/02 scaLE: NTS DWG -2HMF I.Nf.: 1s TYPICAL MULLION TO CONCRETE O JAMB (APPLIES TO JAM8 WHERE 1' X 4' AIL 8 & 1' X 4' TUBE MULLIONS ARE USED) Q SEALANT BETWEEN SEALANT BETWEEN CONCRETE OR MASONRY WINDOW FLANGES WINDOW FLANGES BY OTHERS i MULLION 4.MULLION 2000 P.W./DESIGNER 2000 P.V./DESIGNER INSTALLATION ANCHOR 3/16' DIA r SILL (TYP) r SILL (TYPJ TAPCON SCREW ANCHOR (TYPJ I #8 X 3/4 SELF I #8 X 3/4 SELF " TAPPING SMS EXTERNAL MULLION TAPPING SNS ONE BY WOOD INSTALLATION CLIP IX27/16X3/8 1 X 2 7/16 X 1/8 � TUBE MULLION BUCK BY OTHERS TUBE MULLION Q _ _ . MULLION 2000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS 2 X'4 X 3/8 TAPPING SMS 2000 S H Q 2000 S.H. TUBE MULLION HEAD (TYPJ HEAD (TYPa SECTION A —A (1) SECTION A —A (2) . SEALANT BETWEEN , �•�— 1 1/4' MIN. . . WINDOW FLANGE .. 'EMBEDMENT - 6 MULLION FL off/ A F # #8 X 3/4 SELF L� A - TAPPING SMS SEALANT BETWEEN SEALANT.BETVEEN _ � � •a WINDOW FLANGES WINDOW' FLANGES 2000 SH i MULLION -i MULLION ..HEAD (TYPJ,' - 2000 P.W./DESIGNER OA IGNER SILL (TYPa SECTION A —A (5) #8 X 3/4 SELFX 3/4 SELF TAPPING SMSPING SMS M X 4.X 1/81 X 4.X 3/8 EVATION TUBE MULLION TUBE MULLION VIEWED FROM EXTERIOR FLORIDA. EXTRUDERS_71 ORD, FLORIDA A ��J TIM: SER, 2000; E'LANGE SHEET:-1 ❑F (2`, - � HORIZONTAL MULLION SECTIONS.:- &e X 3/4 SELFe x 3/4 SELF SEE ❑THER SIDE ( SHEET 2 ❑F 2) F❑R TAPPING SMSAPPING SMS2000 sx .. DESIGN PRESSURE -CAPACITIES , HEAD (TYPJ HEAD (TYP.) 2 re SECTION A —A (31 SECTION A —A (4) MSH APPROVED B7t. y` . DRAiYN BY: ;� • _,I DATE. 2/4/02••--SCALE: NTS •� DNG.. -� 2HMFLG.�.�� 2000 S.H. 2000 S.H. JAMB (TYP.) I X 2 7/16 X 1/8 JAMB.(TYP.) I X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION, 2 X 4 X 3/8 - TUBE MULLION #8 X 1/2 SELF #8 X 1/2 SELF TAPPING SAS TAPPING.SMS 2000 SJt - JAMB (TYPJ SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME - - t MULLION L MULLION #8 X 1-1/2 SELF #8 X I-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (1) SECTION A --A (2) cif, Z TWO BY WOOD BUCK BY OTHERS ' ay DETAIL C SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION. INSTALLATION CLIP AFOVES TO HEAD &.SILL WHERE 1' X 4' & 2' X 4' TUBE MUWONS ARE USED APPLIES .TO HEAD &. SILL WHERE 1' X 2" & 1" X 2-7/16" TUBE MULLIONS ARE USED -- INSTALLATION ANCHOR DETAIL #8 WOOD SCREW (TYPJ ' - . _ . �SILL CLIP ETWEENurV9RAR H&YLA 1D.®.heC. SEALANT BL 7�,q�..��7�7�p��g/� " #8 X '1-1/2 SELF VINDOV FLANGES - 1 1/8, MIN. 1v1t11ti1NRJ�A l i.lYixiR 1\L�i.t9EI TAPPING SAS L MULLION - - - EMBEDMENT GoR/th4 fl�JQU� _ SECTION A —A (5): SNciTNir+c �- PAA DETAIL C _ 1 X 4 X 1/8 VX 4 X 3/8 TUBE MULLION -TUBE MULLION 2000 S.H. .2000 S.H. JAMB {TYPJ JAMB '(TYPJ #8 SELF T 1 1/8' MIN. EMBEDMENT MULLION:. #8 X 1/2 SELF TAPPING: SAS aaaa _ #8 X 1/2 SELF f ING SAS TAPPING #8 X 1/2 SELF TAPPING SMS SMS (TYPJ.. ATI `— DETAIL-B I MULLION J VIEWEO',FROM_ EXTERIOR - _. INTERNATIONAL. INC FLORIDA :EXTRUDERS sANF Tnu; S E R.`" 2000 FIN SHEET 1 OF 2 VERTICAL,MULLION SECTIQNS SEALANT BETWEEN RINDCWJLLNPAMIE SEALANT BETWEEN FRAME. ; ' <. SEE OTHER SIDE (SHEET 2 OF 2) -'FOR Y b, . DESIGN PRESSURE'CAPACITIES #8 X.1=1/2 SELF_ _ TAPPING. SMS __18 X 1-1/2 SELF -TAPPING SMS . , ..:-.- '. ' DRAWN BY: MSH ' APPROVED BY:'" SECTION A -A (3) " ` SECTION A —A (a) "" DaTE:2/6/02 scatE:NTS DWG:. 2VMFIN M I A M I.OAI]E PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIA mr-DADE COUNTY. FLORI METRO-DADE FLAGLER BUILDI BUILDING CODE COMPLIANCE OFF: MEI•RO-DADE- FLAGI.ER BUILDi 1.10 WEST FLAG IX S'1'l21 L"L', SUCI1: I MIAMi, FLORIDA 33130.1 (305) 375-2901 FAX (303) 375.2 CONTRACCOR I.ICtaNMIND S11X__r (305)375.2527 1:AX(303)37s-: (305) 375.7966 F, (.. 03) 37S-; PRODUCT C CONTROL MIS (303) 375.2902 FAX (305) 372.4 Your application for Notice of Acceptance (NOA) of Eutergy G-S S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter $ of the Code of Miatni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure i product or material at any time from a jobsite or manufacturer's plant for quality control testing. If i product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material inimediately. BCCO reserves the right to revoke this approval, if i! determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Ccde. The expense of such testing will b: incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2S EXPIRES: 04/02/2006 IRau1 Icoangucz Chief Product Control Division THiS iS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVI ENV CO'NU IITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Conlnlittee to be used in Miami -Dade County, Florida under the conditions: forth above. APPROVED: 061051200i 9_14� 4-" Francisco 1. Quin(ana, R.A. Director Miami -Dade County Building Code Coll) 1)1inlice Ofiic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 52001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chaptcr 22 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-W/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets i through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division, These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sioiglc door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that the angle between the edge of canopy or overhang to sill is"lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc desi,ncd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its componcnts shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the inttallation of this unit will require a hurri, Drotcction system,. S. LABELING 5.1: Each unit shall bear a permanent label with the nianufacturcr's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREINIENTS 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 Of teial or the South Florida Building Co, (SFBC) in order to properly cvaluatc t11c install ion of this system. Ivlaml l Pcrcz, P.E. Product Co ro Exam: Product Control Division Premdor Entry ystems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been 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 the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If -the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. �. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displayed 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 %veil as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEP"'AYCL: Manu Pcrcz, P.E.'Product Contr cam Produ nntrol Division Glazed Units C0P-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing X 2,0„ COP-WL-MA0141-02 02-0419.08 (Application Filed) 52.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — r• 52.0 NO migoggM1110 X0, OX, OXO t I , 2'8" + 1'O" COP-WL-MA0143-02 MITI r 02-0419.08 (Application Filed) 2'8" + 1'2" 2'10" + 1'0" 2'l0" + 1'2" TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO 1 17 + 2' 10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'G•' - TO" + 1'0" 17' + 2'10" + 17' 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" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 (Application Filed) 52.0 I NO I j i 2'8" + 2'8" 210" + 2'10" TO" + TO" 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'l0" + 2'l0" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + TO" Notes: 1. Door arrangemenls using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bui'ding codes specify the edition required. 5. Masonite in:erna:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, O aloft AR 4 EW 1'I1[H'"f, 1.A 51 ,. e:TIIY (IC[(l1(t IJn".T..y.yeb[tl,[[invr t)oal Api 129 2002 Out coUnu,9 Dnpla,n of 9. Xu[, n11D[O.TmCnj mD,ti SpcuGol;onS, design lnd product Dot.TD subiccj ID 03noe w:Oout notice. t t[[wu.my ,.um Masonite International Corporation ,:,f COP-M-MAO)00-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing - 2'6" 02-0418.03 _ 2'8" X COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0". TV Not Listed Not Listed — = Arrangement I I I r.l r• , f I 2'8" + 1'0" 2V + 1'2" L e �t 2121 J3" + 17 02-0418.03 I 2'10" + 1'2" COP WL MA0163 02 (Application Filed) 55.0 NO s0"+17' 17 + 2'8" + 17 'IT + 210" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0"+2'8"+IV' 1'0" + TO" + 1'0" 02-0418.03 1'2" + 2'10" + 17 COP-WL-MA0164-02 (Application Filed) 55.0 NO 1'2" + 3'0' + 1'2" 2'6� r 2�6" _ 2'6" t 2'8" + 2'8" + 2.8" 21C"+2'10"+2'1G' i 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 2'10" COP-WL-MA0162-C2 (Application Filed) 55.0 NO 37 + 3'0" V. OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 1 2'10" + 2'10" + 2'10" + 2'10" 1 COP-WL-MA0165-02 (Application Filed) 55.0 NO TO" + 3'0" + TO" + 3'0" Note- 1 . Cccr a,. r%ngements using fewer panels than wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite Jw2mstional website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is delermined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. llasonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 6 PA203. I •If ..KLI A- h. I,Ay VooRa Hen-A.e.•Q i!«14n Env)ua::: •JJ/ I Ip,e is M2 ovt C.." 0 p.oq,am of woroo omotovm, art motes speciecanoos. aesian > a ptoa.n Masonite International C o r p o r a t i o r. 411i1 :,•^. ixl to Chinye.,ifnW t rJh[e. } CORML-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing TU X 1 1 2'0" r 1 COP-WL-MA0146-02 �.1 r 02-0423.01 (Application Filed) OP Rating 40.0 Impact, NO 2'6" TV _ 2'10" 3'0" 3'6" Not listed Not Listed — — 1Multiples, X3. OX, ,,.,0 2'8" + 1'0" 1 1 COP-WL-MA0148-02 r.l' t 02-0423.01 (Application Filed) UP Rating 40.0 ImpactRated NO i 2'8" + 1'2" 2'10" + IV' 2'10" + 17 i 37+17' i COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 NO I "0" - 2'10" + 1'0" +� 17 + 2'8" + 17' 1'0" + 2'8' + 1'0" 1'0" + 3'0" + IV' 17' + 2'10" + 1'2" 17'+37+1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" XX, OXXO 2,8" + 2:8„ COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO f + 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" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements us;cg fewer panels War.. what is sriown in the above chart also comply under the product approvals shown. 2. Assembly detai!:; are available from. the Masonite international website (www.masonite.com) or from the technical center. 3. lnsia"ation insirL!dioas are available from the i;,:ason;te Interialicnal website (www.masonile.com) or from the technical center. 4. A,"La; c_sig^ pressure requirement for a spaci`ic cuild!ng design & geographic location is determined by ASCE 7 (Minimum design loads for bui,dings 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 aft ARTEK'� w...•a. •r. x E l"TMY F,d2).tMt r;�-r cX:1:aU )y 9rc; iM tl M.p.Oacm(M ClUIDGo aides Crsge �s];W:::1 Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 14Singles1 X 2'0" 1 1 COP-WL-MA0166-02 rl' r 02-0423.03 (Application Filed) 3I 47.0 1 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — 1' X0, OX, OXO 1 1 2'8" + 17 1 M. COP-WL-MA0168-02 DI 02-0423.03 (Application Filed) U•Rating 47.0 1 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 17 3'0" + 17 1V+2'8"+1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1 2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 12" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O ak,uaff •11001ts AFC EK` F1111:Xrl'—sS F. 1'NY N T. lFiwj1 E, Deer ()() CC,,'' ❑ /�UY1✓V/� �I✓�r/irry 0 AOd 29. 2002 0•• r Pe Dur continuing Program of produCt irnpr0ecmen1 makes ipttdications, design and Product detail subject 10 change without notice. Opaque Units 1,COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing I 1 n,1 2'0" 2'6" X 2'8" 2'10" 3'0" TV FiR1 1 �I' COP-WL-MA0101-02 01-1031.01 �• 1 76.0 I 1 NO Not Listed Not Listed — — 1' X0, OX, OXO 1 1 2'8" + 1'0" 1 1Wili COP-WL-MA0103-02 MT.O1 - 02-0109.10 (Application Filed) M1 55.0 1 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 37 + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" _ 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 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" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak r J aft 'I AR k EK'- F..lu elf 1 "m .I < f:1HFKCJ.A%S FN'eMy 130ORS " Ou• t Dee,. (/V ANn 29, 2002 0., Com.n..ng D10013- of Dlooutl-D—t-enl mates "ecdic~S. CIS-9- and D1Doun Masonite International Corporation Deud SuoieCI 10 Change Wdhoul nolrCt COP-WL-MA0100-02a . FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing 1'SinglesI I I I1' I I• I I. I 2'0" 2,6" X 2'8" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — I -Multiples, X0, OX, OXO 2'8" + 17 MasoniteinternationalMiami-Bade COP-WL-MA0123-02 BCCO 02-0109.09 (Application Filed) �• I 55.0 1. 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-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1 T 1'0" + 2'8" + 17 17 + 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akc aff .�� 1'e cd •!)OOHS Aid k EK" E.rlutrely Loin FIH'HNGI..s SS F:NTICY P—T.—rk". Em,peon �� van �✓/./:... � a �+o"• rDeer. ApM 29.2002 Our CDnhnuinQ Drogram of prDduCt improvement makes specifications. design and product Masonite International Corporation deua suoiect to change without notice. Opaque Units . COP.WL•MA0100.02 FIBERGLASS DOORS 8'0" Height — Inswing 1 1 Ti COP-WL-MA0106-02 T 11 T1' 1 02-0109.08 (Application Filed) 70.0 0. 1 NO I'Singles1 X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — I':Multiples(Width)I X0, OX, OXO 2'8" + 17 1 COP-WL-MA0108-02 MMIMIEN 02-0109.08 (Application Filed) 1 mums 55.0 1. 1 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 17 3'0" + 17 3'0" + 1'2" 110" + 2'8" + 17 COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 17 + 2'10" + 17 17 + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 'IT + 3'0" + IT 17' + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, DUO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. O akcraff �EW e III I.Nf:I. A}_1 KN'I MY DOOMS E." Door, Ford 29. 2002 Our com,n ng program or product ✓nolovemem makes soeCi(Calan5. des,gn and pmdu[I dead SupleO 10 change w4houl notice. Masonite International Corporation Opaque Units ICOP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height Outswing X ,Multiples(width X0, OX, OXO SlOgles (width) 2'0" COP-WL-MA0126-02 02-0109.07 (Application Filed) 70.0 NO 2'6" 2'8" 2'10" TO" TV Not Listed . , , 2'8" + 1'0" 2'8" + 1'2" 2'1 On + 1'0" 2'10" + 1'2" COP-WL-MA0128-02 3'0" + 1'0" TO" + 1'2" Not Listed — . , I •Rall ng 02-0109.07 (Application Filed) 55.0 — , I NO 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'1 On + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'O" 1'0" + TO" + 17 17 + 2'1On + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. O ak raft AR k EK'" FIMt:It f, L.l ti.l I: N'I'NY `n OOlci Nw.Tuw.."Fi•.Na"En"y Doon April 29. 2002 0"r conii—no program of product imprpvemenl makes specifications. design and product detail subject to cnange witnoul notice. Masonite International Corporation X 1 11 I Unit SINGLE DOOR 6• TYR TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 11-118' MAXIMUM ON CENTER TYP. Minimum Fastener Count • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. ' 1 l I l l 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and k10 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 E.siurr v an f .April 29. 2002 Our conunumD program 01 Dr DOuo -D—emenl makes specd,cjtpns, M d 10 n I t P. International C O r P O r d l O n deSlgO and D'oduo delad SUDIetl 10 Coarge .000 001,Ce. XO or OX ' "' ' Unit SINGLE DOOR WITH i SIDELITE 3- 6' 6' CL TYP. TYP. TYP, TYP. 1 � 'UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. r • 6 per vertical framing member • 7 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" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: t. 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 & 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. Apnl 29 2902 Masonite International Corporation O) , -,; 411114UUC1 ��';1'J'.t��le��l �1�s4t1 SIICC�I�Cu1�41 f. aeS.gu j, 3,B U I Uelml SuoleCl 10 Cn qe wnnoul W.U. Ox0 I Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. ' r t 101IF-M, MI. i • Width of door unit plus 1/2" • Height of door unit plus 1/4" t I r I 1 t t I t 1 Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. El m o�. ApM29.2002 Masonite International Corporation Our of uwm.o r ovemuu mugs grccdKuban•. 0",pn a,,c uroe.o acuu woicu fo ccuope wnuow W,- OXXO ' "' Unit DOUBLE DOOR WITH 2 SIDELITES 6- 6' CL TYPH TYP.3 TYP TYP. ! 1 1 1 l l l 1 1 1 1 ( l l I l 1 TYP 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. ~I II li I ii li t 11 11 i~ I Rough Opening 1 • 6 per vertical framing member Width of door unit plus 1/2" • 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. 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 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: t. 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 & PA NDS 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 properly to transfer loads to the structure. aa.. e.co..�.ar t,•m Ap1il29.2002 Masonite International Corporation Our comtnu,n0 program of prod•O ,noro,emenl makes spm.katorl. desgn ano 0,00,0 dMd subiecl to mange wonoul nobce XX P 'C,OP•WL•MA0142.02 .:. Glazed Inswing Unit APPROVED ARRANGEMENT: O im 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". r Double Door Maximum unit size = 6V x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-nalional, 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: 0 o 00don 0a 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n o 00 00 0o 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also De used in Ine following door style: Eyebrow 5-panel with scroll. Oak raff AR, EK w.1Gi= r. • 'iurc1 I:IUU N(:L ASS LN'1R' 1'+UVONS April 29.2002 Masonite International Corporation ow Continuing program of orod UCl . 3,ovemenl makes SpeCiticat ons. design and DFoOUCI delLl suDreCI to CnanQe W.M..I -- XX r I I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: . 0 H 0 aU 0 s as L 404 Series 410 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, 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: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AFC k EK'" 1=IUL''Nr�L \�.1 LI+1'N 1',I)r )(1 N.\ Nw�-T..wWia,e.rau e•N.T Ooo �� April 29.2002 Masonite International Corporation Our Connnulnp oropram of produCl unprovement makes speCiliCations. desion and produCl detail TuDleCl to Change wilhoul nol- XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 -,•- C0P-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". Single Door with 1 Sidelite Maximum unit size = 6'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beefs 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: 00 °� 00 00 00 00 �00 00 100 Series 03. 135 Series - 136 Series 822 Series 1/2 GLASS: 0 ❑ 00 OD ❑ ° 19 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' -This glass ,n mdy also be used in the following door style: Eyebrow 5-panel with scroll Oak raff AR k EK'� �••�T•-We re.•N... [....r Dee.. 0 • 1�1II I: NISI r\�.l l:l�l nl" 1)1)1))(.l April 29. 2002 MaSoni[e International Corpora\�on o r com.n,n;, a ouram or n)odocl -o,o,emeni males i6&1, ,6K &t;p vm 9156[I ana, mole' ¢ :range anow nonce. XO or OX t Glazed Inswing Unit . r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 130 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,�Z� / &-X3� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak AR k EEC" e,lI I:KC: ,.:\Y> LP`(Hl U,1UH] Non-To•.reA ea..pw E•nry Oow, April 29. 2002 Ow conl,nw.q p,opram or produtl-DImmenl makes srecdi alo.s. deS,Q. and producl Jela,l S'Z,eCl 1p Chonge-houl ool,cr . PREM a'ZI;✓&1 ., o..,.,,. o Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: fit O a� COP•WL-MA0144.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this - report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: a0 a0 a0 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n n 00 00 00 00 09 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' Nis glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. 0akcraff AR EK" E. r,lUl N(:lA\\ l: N'I'M 1' UU<)N1 Non•T�.wM FA..r(.0 Em.r Donn Ap^129. 2002 Masonite International Corporation 0w p,oQ,am of p,odun -,1 .ement makes zpecd4auo�s, des,v and p,odpU 0e13.1 MIMI to chpnee wnhoul nol,ce. f • COP-WL-MA0144-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 77 an an 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a a a 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft r. PR6N v��i.✓ir/i,s. Masonite International Corporation _ AR EK" F—Lrar0—ss LY'rRV .00.1 No-.T�.wr.O Fop«aYu Envy Dow. April 29.2002 Our continuing program of product Improvement mares specifications. design and product detail subject to change within nol,ce. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: o� o f I L=U Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door with 2 Sidelites Maximum unit size = 12'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 00 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ �0 0� 0 ° � 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series" 12 R/l, 23 R/L. 24 R/L 107 Series 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EW om F 1,M. (;L•\tiS LN"r'RY DOORS Now-T—f-0—En" Dow; nnC Dal? ❑ \p " Ou• April 29.2002 Masonite International Corporation Our conjou.np urogram or proaua a ,,,ovemem ma4tS SDEcd.C31—S. dcs,gn and D,000Cr dead Sunitu to cnangt w.Inoul n.I C r OXX0 1 I ' t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" I `Illl Kr:L.1\1 l: fwlNl vl)�11),t+ nw�-i+.wrl0 iy..ra.r E��vl Dows ADril 29. 2002 Our conUnwng Drognm 01 DrodvCt -OrOverne0l mAIS 5DWI-I..S. design Ind Dr00.cl 6""1 subject to CWQe .000-01iCe. 0 + Masonite International Corporation XX 1 ' ' I 1 Glazed Inswing Unit 8'0" 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 8'0". Double Door Maximum unit size = 6'0" x 87 Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: as 822 Series 1/2 GLASS: as 404 Series 108 Series Oak raft ...L AR EK'- CIRLACLA.i\ LI`N-I'KY VOOKS Nonte.nw.A FAwEIa.. Emir Dear. April 29. 2002 Ow conbn,,ng 1i09,am of producl irnprovemenf makes Sperifi"Ii ns. design and MOW delag Subject 10 change .000 notice. PRfiN v�::�-✓�r�i. � �� - oa. rry o Masonite International Corporation XX t t a I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i�/ &Ex�� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak AR 1 EW µn .l-yr. in r c.i aA iUlwG-1S Llcl wr Nu...L.w..a io..p•u E•vr April 29. 2002 Our continuing program of product mprovement makes specilicariom. design and product derail Suolecl to change without notice [.rlutir.ly I.om OL o.• r oeo.. Masonite International Corporation XO or OX Glazed Inswing Unit 8'0" 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 8'0". Single Door with 1 Sidelite Maximum unit size = 67 x 8W Design Pressure +40.0/-40.0 limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: am o0 00 822 Series 1/2 GLASS: E 00 404 Series - 108 Series Oa4 raft AR 1 EK'� E..,�..... f."T ., rdere..f E-r Dao (45Masonite aIJon-Te.u•.eE Auld 29. 2002 International Corporation 0uf commmne aro011m M m00vC1 imV,0,tmem makes SPCULCJiwni. design and r-1.0 det,a suoien W cnJnpe -amid nmbcc. XO or OXi-OP-WL-MA0148-02 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: M z 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). �II /�, iIA► State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakg,raff AR -k EK" --l.yrain 1'c•�usc �I F 10LME:LASS LH'r.' Dl)C)NS—T.—r.pq• Env, Doors April 29, 2002 oul Conhnulrp pro0,am or ploduCl � movement makeS W-fiCal offs. devdn and rnodKI delall Su01ECt to Change -1hoN h01•Ce- E•clut�.ely Isom n Ou• Masonite International Corporation oxo tt - Glazed Inswing Unit f 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 3 ,;fix 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 2 Sidelites Maximum unit size = 97 x 8V Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 404 Series D:III 0o 0o 822 Series a 108 Series OO a4raft M k EW om I,IDI_Ne:LA\,\ LY"1 Nl''D()rl N-\ NenTe.wnU farerNar E,rvY Dover ❑ Aprd 29. 2002 onr conbnump program of proo,o iraprovefoeM makes seeuhcati oS, oePOn and producl Masonite International Corporation detail subject to change without notice. • •4 COP WL-MA0149=02 g°', •d Inswing Unit •DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: i w x � p 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraft AR 4 EEC`" IIUI:N(iLAiti k;N"rH)' DOORS Nw.T•.wM far..pnEnvT Uoon April 29. 2002 Our continuing program or product improvement makes specifications, design and product detail suplecl to change without notice. /R F.rlurivele from /J m Ou , Oo Masonite International Corporation OXX0 t l I t Glazed Inswing Unit 1 .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O iY 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 Maximum unit size =12'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: an 00 822 Series 1/2 GLASS: n on 404 Series Oak raft _ AR � EK F—LKOLASS LrN'1'Nl00—SI—T..—.dEMrar.uEnr.ED— April 29. 2002 Our cOmmwng Drogram of Drodutl �mo,o,emenl makes soK,ipGons. design and preduCl deUd sublecl to Change ynihdut n01tte. 108 Series E a.lu.irely Irom PREM a'Z: i,✓u,1;,,, m 0..• , Oeerr M asonite International Corporation OXX0 I I l l Glazed Inswing Unit f 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: T: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,��X / &--x 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak-raff Al 1 EW e..,_....,,r,.. f IIILRtI,tA» LNI HI" 111111R\ M.T.—.0 F,Wr,u Entry Dodo April29.2002 Masonite International Corporation Our Wnlmmnp Dropnm of uoduo morn n e 1 makes SDecili"WS. design Ind pioouDl Eelail Subject to Change wfthou[ n01,C! XX Glazed Outswing Unit APPROVED ARRANGEMENT: c O ♦ Q COP-WL-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size - 6'0" x 6'8" 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-national, stale or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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 ao 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L.23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O ako,raff AR k EK- I 1111:141:L.\» LNINY U,)()H1 -J..- 0- April29.2002 Masonite International Corporation Ow Conl n ,nii D,ogram DI p,odutl -0,0vemenl mak, SD< f,CaIOnS. deSiOn aM DIDDDCI of ,l to mange .0W nonce - XX r t E I Glazed Outswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 5 404 Series 410 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, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR � EK" 1'I ULNI;L A NN LN I K, ()-S I.—gt. Env, Do /V\n�. ❑ �a April 29, 2002 per. Masonite International Corporation Qy, conli ,nq pruyram pl Dropuct impr Ovtmcnt —k. sptciliWti4DS. d,S,Vn 1n0 DrooUct 0"t "'^,cl to c npc wit , no,- XX 1 • t I 1 Glazed Outswing Unit .890" 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 8'0". Double Door Maximum unit size = 6T x 87 Design Pressure +47.0/-47.0 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-nationaf. 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: 11111 0o 0o 822 Series n ❑ 00 404 Series 108 Series O akcraff Al 0 EK`w VI"LKGLASS JENINI',VOOKS —T--drip 1—Envy Deer ❑ ADO 29.2002 Masonite International Corporation OoI Conlmuin0 program oI pl d.a nlpr 1-1 makes SpeC�bCanons. 011i0n and produe1 dela,l Sebleel to change wilhout notice . _��Il�owwa� J[j�I Qmrvl*lmll—lllll—llmll a ImLnlil ill' I m-- - I I — 2 REVISIONS E: DATE: ECN NO. APPVD: I DESCRIPTION 11/00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT TRACK SUPPORT By `- 20 CA. wN. END sn1E3 ATTACHED To DOOR HORIZONTALW fR AA" SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP. BOTTOM k CENTER). MEW B' IS G GALV. STEEL FUG BRACKET. EACH fASiFNEO TO WOOD JWB WITH (3) 5/16',I-5/8' WOOD LAG SCREWS. LISTEDUM -DOUBLE �GK (RACK CONFIGl1RATI0fl LOW HEADROOM IS AVAIABLE AS AN OPTION ODOR vlEw 'c' � HETCR I t' 2' GALV. STEEL TRACK, -0 YIN. TRACK THICKNESS .060. . S � 1• e-0 88 (BOTH POSITION SIDES) O t=i 119. 2-1/2'.12 CA CALV. STEEL TRACK BRACKET. ,wa PANT LOCKING (4) TRACK BRACKETS PER sloe. . ry 0 LHR iOP BFVLKET REPORT#9606C HORI2DMAL 3' 20 GA U-BARB. orielc m.rK U-BARS W A 2-1-2-1 HFAMmu DPT1nN PATTERN (IE. TWO U-BARS ON BOTTOM SECTION. ONE U-BARS QM NEXT SECTION. ETC.) /1{x5/8' SHEET METAL SCREWS I OCATION OF A OPTIONAL VENTS OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH - 111 0 O 0/t- SELF NclO NATIONe TAPPWC SCREWS. VFRTM JWR ATTMMufM BUILDINGS) I/NEW ERNO HINGES IBC IaN�CFnNiF NINE NOTE 1. 1/22 ,.l- V0 SCREWS ON 19 CENTERS. I 0.0. MIN. DOORS UP TO 7'-0' HIGH CONSIST OF (4) SECTIONS ((SHOWN). FRONT FRAME WITH U.V. MASHER REQUIRED. LAC SCREWS MAY BE OOUNromU11K DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (12T SHOWN). " COATING ON OUTSIDE SURFACE (BUT NOT REQUIRED) TO PROJIOE A FLUSH MOUNTING STOP MOULDING BY DOOR INSTALLER (TO SUIT) SURFACE HORIZONTAL AWES DO NOT TRANSFER LORD. 20 GA. SUN. CALV. STEEL END STILE A n 2.8 YELLOW PANE JAMB _ .... 2' THICK S58 (XASS OR OPTIONAL 10 scRFW 20 GA GALV. STEEL INTER. STILE / WLNmw lL1F 3 MOLDED W90E J v8 ICRY K JIE SECTION 2 Gl GN V. STEEL TRACK LIRE REWNER - BRACKETS FASTENED TO WOOD JAMB 25 CA. SUN. STEEL 18.3/1 PAN HEAD SCREW WITH WE 5/I B'.1 -5/8' LAC SCREW SKIN COATED WITH G-40 MIN. (10 SCREWS PER LITE) 3 B .1 SLEEVE ANCHORS ON 21 CFNTQ25 (C-90 CALVANZNC. BAKED -ON PRIMER. BLOCK) OR 24- CENTERS (2.000 PSI MW. CONCRETE) OR PER TRACK BRACKET. Top BAKED-ON APPEO POLYESTER BOTH I/4'x4' iMCON SCREWS ON 17-I/2' CENTERS (2,000 7/I B' ID. ROUND PUSHN T SNAP LATCH ENGAGES Psl SUN. CONCRETE). WASIRRS 7-1/2INCLUDED WITH FASTENER (ONE PER ROLLER) 18 CA CALV. STEEL CANER HINGE SIDES OF STEEL. SKI. 12 CA CAW. STEEL TOP ONTO VERTICAL TRACK. Sl£EVE NILMORS. 1' O.D. MN. WASHER REWIRED 2' CALV. STEEL TRAGIC FASTENED TO 14 GA CALV. SI1IL ROLLER HIt1GE/5( FASTENEEDD TO INTETR. STIES W��((4) ROLLER BRACKET. ELL" ONE SNAP LATCH ON WITH TAPCONS. ANCHORS MAY BE COIXITERSUNK M!D /14C5/8" $MEET METAL SCREWS. BRACKET ATTACHED W/(4) EACH SIDE OF ODOR. BUT NOT REQUIRED) TO PROVIDE A FLUSH 12 G1 GALV. STEEL TRACK BRACKETS. FASTENED TO END sTtES EACH W 4) /RACK/e" SHEET METAL INTER. STILE ( TRACK AITICl/ED TO EACH BRAL7(ET /I14,5//8' SHEET META. $GREYS SHIP LAP JDIN75. S(14 5/ TRANSFER DACE HORIZONTAL JAIBS 00 Nor WITH ONE 1/4-.3/8' Bar h NUT (4) I/4',3/{' SELF TAPPIWG SCREWS PER ENO HINGE OR TWO 1/4- DIAL RIVETS. OUTSIDE KEYED MNMQE END END 1' Ol4 SHORT STEM. 10 BALL STEEL RQ1IIt. STEENO HINGE. EACH STILL Stun JWB CONfIGI1RAT10N MARK WESTERFIELD. P.E. FASTENED TO FRO INTER. PREPARATION OF ,IAMBS BY OTHERS. K�f'MN ,C-C FLORIDA P.E 148495 Sn1ES wA4) 114.5/e- INSIDE HANDLE STILE NORTH CAROLINA RE 123832 SHEET METAL SCREWS LOCI( BAR 3- TALL U-BAR & (4) 1/4'C3/4' SETS OUTSIDE NFYFO LOCK 20 GL CALV. STEEL TAPPWC SCREWS. .R HArTxt LOCK DPrKW TRACK ON NOTE 7 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS DESIGN LOADS: +24.0 PSF & -24.5 PSF SUN. YEIUO STRENGTH: 50 KSI DE EACH SIDE SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF 3' CALL , 20 CA CALV. STEEL U-SKIS KENO 5110E BOLT OF DOOR. RECORD FOR THE BUILDING OR STRUCTURE AND W ACCORDANCE 3' A TALL 2-1 PATTERN STEEL TWO U-S STILE LOCK ENGAGES WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON WIN InAWtlws AK 51'.NfD N au 1-7/8- � ON BOTTOM SECTION, ONE U-BAR ON NEXT INTO VERTICAL THIS DRAWING. W1M A IWSED SEAL (FrBossl. PART NO.: \ 'r' SECTION. ETC .j. FALN U-BAR ATTACHED TRACK. ONE IKITICE Unles, State- Olhamiaa 312 Walnut St. Site 16M WITH 1/4- 7/4- SELF TAPPING SCREWS LOCK ON '" /Pra«Iale�Y iJemaaan IDEAL Cincinnati, OH 45202 PER SnLE LOOAnoN EACH SIDE r CLOPAY auIDING PROQXTS CO. TOLERANCES Ora (d. 110. 1-513-381-4800 OF DOOR. 4 mnleima n..:, aM ^M' nr a a,ao,w, aw. aapBcaw, .0 = 1.03 4u�w ECmm61L Fm No. 1-513-762-3519 Lava. ma1bN. « al,uw,tw SECTION A -A (SIDEvlLw) II nCK Dvr10 Tema m PH« �o —L F-A " to .00 - t.015 DESCRIPTION: MODEL 6RST W4 I6-0 x 8-0: 24/-24.5 DESIGN LOAD oe w, aouoe ,Coy THIN u .000 = t .005 13 CA CALV. STEEL BUTTON BRACKET. FatBity I« aaY aea,oq« eaa .a000 = +.001 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS ATTDWG. B ACHED WITH (2) 114.5/8' SHEET METAL SCREWS. a..a, n.runp tlwrran jJ T&UMNUM EXTRIJsaN Degrees t 1/2'CHECKED BY: Mww DATE: 4/18/00 SHEET I OF t SIZE h VINYL WEATHERSTRIP. Third Pngle _ Unlev slate- Olherwiae Projection DIMENSIONS ARE W OUCHES. DWG. NO.: 102138 REV. N0. 1 -17 C ': A q 5 L 1 MODEL: 6RST (25 GA. STEEL SKIN) REVISIONS MODEL: 4RST (24 GA. STEEL SKIN) REV. N0. ZONE: I DATE: I ECN NO. APPVD: DESCRIPTION OPTIONAL DS8 GLASS OR LISTED 1 A4, 11/00 - MWW ON (1) WAS (2) FOR TRACK BOLT 1 /8" ACRYUC UTES AVAILABLE (1) INTERMEDIATE STILE (SEE SECTION B-8) ATTACHED W/ TOG-L-LOG (TOP & BOT)) 20 GA MIN. ENO STILES ATTACHED TO DOOR AND URETHANE ADHESIVE (ALONG CENTEK) SKIN WITH PATENTED TOG-L-LOC SYSTEM -' (- 2" THICK 3" TALL U-BAR HORIZONTAL TRACK SUPPORT BY r• ••�'-A TOP, BOTTOM & CENTER). ®� 20 GA GALV. STEEL DOOR INSTALLER To SUIT) T 13 GA. GALV. STEEL FLAG BRACKET. REPORT#9606C IB G.A. GALV. STEEL TOP EACH FASTENED TO WOOD JAMB WITH .I ROUZR BRACKET. EACHCw BRACKET ATTACHED W/(3) (3) 5/16"x1-5/8` WOOD LAC SCREWS. I 25 GA MIN. GAIN. jgx5/8" SHEET METAL STEEL SKIN COATED E.S. r[ LOW DM' DOUBLE LOCK POSITION WITH A BAKED -ON PRIMER, � 0 TRACK CONFIGURATION IS (BOTH SIDES) SHIP LAP JOINTS. 0 AVAILABLE AS AN OPTION TWO POINT LOCKING AND A BAKED -ON POLYESTER = TOP COAT APPUED TO 80714 OOR SIDES OF STEEL SKIN. 14 GA GALV, srm 0 HE EIGHT "L" END HINGE EACH 0 6IG 70 ONE 3" TALL x FASTENED To ENO 2' GALV. STEEL TRACK, 20 GA U-BAR (50 K51) STILES W/(4) /14.5/8• Y 7 -0 76 PER DOOR SECTION. SHEET METAL SCREWS .L. MIN. TRACK THICKNESS: .060" -6 82 END SUDE BOLT h (4) 1/4.0/4• SELF ~E 8-0 88 I STILE LOCK ENGAGES TAPPING SCREWS. r, INTO VER71CeL i C TRACK. ONE TYP. 2-1/2"x12 CA GALV. STEEL TRACK BRACKET. IV LpCATION OF LOCK ON J" TALL x 20 GA GAI Z OPTIONAL VENTS '—'y A EACH SIDE [Ek u-eAR. oNE u-eAn g. (4) TRACK BRACKETS PER SIDE. M CTION FACF1 U-BAR ATTACHEIF OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR, Two 1%4•xs/4• SELF TAPPING a MAX. DOOR WIDTH 9.0" sclaws t s1uE wcADoN. LHR TOP BRACKET N INSIDE SUDE BOLT DOUBLE HORIZONTAL O#14x5/8" SHEET METAL SCREWS LOCK OPTION TRACK lull ` D0� OTE CUP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). FRONT FRAME WITH U.V. DOORS OVER 7'-0" HIGH CONSIST OF (55 SECTIONS (NOT SHOWN). COATING ON OUTSIDE SURFACE DOUBLE TRACK O O VERTICAL JAMB ATTACHMENT sW000 ERAME BUILDINGS); g�ET. ATTTAV. CHE BOTTOM TWO LOW HEADROOM OPTION 1/4"x3/4" SELF 1/2"x3" LAG SCREWS ON 24 CENTERS. 1" O.D. MIN. /14x5/8 SHEET METAL SCREWS. TAPPING SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK SSB CLASS OR� OPTIONAL 10 SCREW 14 C� END HINGE`; 18 GA. INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ALUMINUM EXTRUSION 1/g" ACRYLIC UTE WINDOW LIT SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. �' WEATHERSTRIP' SECTION IT MEW $. VIEW "C• STOP MOULDING BY DOOR INSTALLER (TO SUIT 2x6 YELLOW PINE JAMB 20 GA MIN. GAIN. STEEL END STILE 1/4 x4 TAPCON SCREWS ON 24 CENTERS (2,000 ONTO VERTICAL TRACK. PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON 20 CA. GALV. STEEL INTER. STILE • SLEEVE ANCHORS, I" O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE 12 GA GALV. STEEL TRACK / (BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE BRACKETS FASTENED TO WOOD JAMB- MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT HANDLE WITH ONE 5/16"xl-5/8" LAG SCREW TRANSFER LOAD. OUTSIDE KEYED PER TRACK BRACKET. HANDLE I ENO 18 GA. GALV. STEEL CENTER HINGE F STILE SECTION A -A (SIDE VIEW) #80/4" PAN HEAD SCREW TTTIII�� VERTICALJAMB ATTACHMENT (-90 BLOCK OR MOLDED INSIDE (10 SCREWS PER LITE) END 2 OOO PSI MIN. GONGRETE GOLUMN)• STILE 3/8`x4" SLEEVE ANCHORS ON 24' CENTERS (BOTH UTE RETAINER INTER. r� C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR .. SNAP LATCH ENGAGES STILE �IIJ1 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. 2• GALV. STEEL TRACK FASTENED TO ASIENED TO INTER. STILES W 4) 114x5/8" SHEET METAL SCR 1 OUTSIDE KEYED LOCK LOCK BAR LOCKING 14 GA STEEL ROLLER HINGES I2 CA. GALV. STEEL TRACK BRACKETS. FASTENEDD TO TO ENO STILES EACH W/(4) INSIDE HANDLE TRACK ATTACHED TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. WITH ONE 1/4"x5/8" BOLT & NUT f4) 1/4"x3/4" SELF TAPPING SCREWS PER ENO HINGE. I OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. OR TWO 1/4" OIA. RIVETS. 1 SNAP LATCH LOCK OPTION 2" DW. SHORT STEM, 10 BALL STEEL ROLLER. PREPARATION OF JAMBS BY OTHERS ta11cE: PART NO.: - A JAMB CONFIGURATION O0"ridanb°tAProprla P "yoinaeon a a.aPAr euxaNc FRaaucls w. U.I... St.tad Ot), r .. 312 WdnIt SL SuRe 1600 Cincinnati. OH 45202 TOLERANCES ar. IDEAL SECTION C-C 2; THE I. ocnt.:na IwW o�w k. . w .'. aPr .w, ^a^•^^aN• �• Tex No. 1-513-781-18W .0 = +.03 Wuati OOR mvuL fax No. I-5I3-762-3519 NOTE RESP S THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF « •• •+� Win. � .,,t. F<uw. m .00 = t.015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE P.E. WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK / ?/ �� < e.em t« nwr L..wt m 4 a+r a.mwn .m I...n raw,lunq e,.,.I,,,,,, .000 i•.005 DRAWN BY: BMM DATE: 4 18 00 SCALE: NTS .0000 = t / / DWG. D FLORIDA P.48495 THIS DRAWING. A P.E.R#I484 �// �� <�I (/ // Third. Mgle 1/2 Degrees = t 1/7 CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE J� NORTH CAROLINA P.E. #23832 // C _ Proje<Uo! + OwENsIoNS�AREt n mp1Es. DWG. NO.: 102137 REV. NO. 1 4 r t 3 2 ^IF aINaer I.o",41,47r'I I I, NJrIT\lmIIfiTuL lL<Ld'ujkj j 7 D o7n.:vnvj L)J ►J, a FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 79 Builder: DR HORTON Address`'a-t-- Mjk7�('e trde Permitting Office: City, Stater mil't i Permit Number: Owner: -ru-0 Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A _ 7. Glass area & type a. Clear - single pane 319.0 W _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A _ b. Raised Wood, Adjacent R=11.0, 460.0W c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a., Concrete, Int hisul, Exterior R=3.0, 876.0 W _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 622.0 W d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 W _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASS Total base points: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:�SZ. DATE: 03.02 1 hereby certify that this building, as designed, is in :ompliance with the Florida Energy ode. OWNER/AGENT: DATE: ) 14 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. O�ZHE STq �ij`t'• �iii = = p !fill „ O a wE BUILDING OFFICIAL: 4 51c - .,, DATE: r a kar-noll EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 . SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE. • AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR .TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 173.0(p) -31.8 -5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p -31.70 -5484.1 Raised 460.0 -3.43 -1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: -7079.2 1 As -Built Total: 633.0 -4656.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 IFORM 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 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 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 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 (1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE , AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 173.0(p) -1.9 -328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p -2.40 -415.2 Raised 460.0 -0.20 -92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: -420.7 1 As -Built Total: 633.0 412.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCS130.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE , AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2872.0 -0.28 -804.2 2872.0 -0.28 -804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 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 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 (1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE. AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 1 18544 4898 10495 33937 PASS____ 0 zSE _74), � C� AI EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 v ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A 7. Glass area & type _ a. Clear - single pane 319.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap:.60.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft2 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ft2 _ d_ N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft2 _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) 01,TUE SZ4.,� in this home before final inspection. Otherwise, anew EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: 1 1 City/FL Zip: RJR_'p 1 ��-i�c0D WF qJ -.'e' *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS`. , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors - 606.1.ABC.1.2.2 - Penetrations/openings>1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier.is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-22 OT14FR PRFSCRIPTIVF MFASIIRFS /must ha mat nr axeparlarl by all racirianrac 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate 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 EnergyGauge0/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY A. Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: Notes: DR HORTON Desi ri Ihforrriation . .x . Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 2872 2872 Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh Latent Cooling Equipment Load. Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 % 96103111 v3lum k5va WA mmusll y awmdki Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACC% E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-1 CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING;AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 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 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 OF Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 OF Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff. x 153 cfm = 4526 Btuh r-roueuure iv - r-quipinen>; 01zing waus 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrigh t5oft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 1329:06 f{C� E;\Files\drherten\2879\2879REVD.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 't wrightsoft Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\Files\drhorton\2879\2879REVD.rsr Page 1 BEDRM 4 a n sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 BEDRM 3 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 r• wrig htsoft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\Files\drhorton\2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: fm La. 1 Name of room Entire House LIV/DIN/FOY LAUNDRY RM WIC 2 Length of,:exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 fti heat/cool d 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST H_ TM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg - (ft2) Htg Clg (ft') Htg I Clg (ft') Htg CIg (ft2) Htg Clg 5 Gross a 14B 4.6 2.1 1028 **** "*' 284 '*•' '•** 0 "" " 88 '•" *`*` Exposed b 12C 2.9 1.9 1000 "" "" 64 *'*' "" 0 "** "** 0 **'• '*" walls and c 13C -3.2 1.2 552 "" '•'* 144 "*• "*' 88 *'*• "** (A '*'• '**' partitions d 0.0 0.0 0 "*' "" 0 *'** •"' 0 "*' "** 0 "•' "'* 6 . Windows and a .1C 37.0 '• 264 9757 "" 71 2624 "*' 0 0 *"' 0 0 *•*• glass doors b 8C 37.0 " 53 1959 "'• 0 0 •'*• 0 0 '*" 0 0 Heating c 9C 38.7 0 0 "" 0 0"*' 0 0 "" 0 0 *•*' d 0.0 0 0 "'"' 0 0 "*' 0 0 '*" 0 0 e 0.0 0 0 '**' 0 0 '**• 0 0 **** 0 0 '*'* 7 Windows and North 27.6 9 "•' 261 0 *'*' 0 0 "*' 0 0 '•*' 0 glass doors NE/NW 51.4 88 •'*' 4525 48 "" 2259 0 `*" 0 0 *"' .0 Cooling E/W 0.0 0 0 0 0 0 0 0 '•" 0 SE/SW 54.3 220 •'•' 11927 23 '*" 1090 0 "'* 0 0 '•" 0 South 0.0 0'**` 0 0 "** 0 0'*•' 0 0 '•'* 0 Horz 0.0 0 "" 0 0'*" 0 0 '*" 0 0 *•" 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d &0 &0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 01 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 (Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 126.6 8.6 355 9454 30391 91 24241 779 181 479 154 0 01 0 13 Subtotal loss=6+8..+11+12 `"' 37246 "" *`*• 8592 "•' *'*` 1184 **** •*" 856 Less external heating '•'• 0 "'* "'* 0 "'* "" 0 "" "*' 0 '**' Less transfer >"' 0 ,>,• >„> 0 »» •," 0 „'> "» 0 '»> 14 Duct loss 10% 3725 "" 10°/ 859 "•' 10°/ 118 *'*' 10°/ 86 15 Total loss = 13+14 *"' 40970 "•' •**' 9451 '*" "" 1302 ***: "" 942 "•• 16 Int. gains: People @ 300 5 •'*` 1500 0 "*• 0 0 '*'* 0 0 - 0 Appl. @ 1200 2 •"` 1800 0 "" 0 1 "*' 600 0 "" 0 17 Subtot RSH gain=7+8._+12+16 *"' "" 32337 "" *"* 6052 "" '*" 1065 '*" "" 256 Less external cooling »» >", 0 ,,,> „'> 0 „» ,>,• 0 •,>, »» 0 Less transfer ,,,> »» 0 >„> ,»> 0 >,,, '»> 0 ,,,, " >, 0 18 Duct gain 10% *`** 3234 10°/ "'* 605 10°/ "" 107 10°/ "" 26 19 Total RSH gain=(17+18)*PLF 1.00 "'* 35571 1.00 "" 6657 1.00 "" 1172 1.00 282 20 Air required (cfm) **" 0 1933 *"` 0 362 '*** 0 64 "*' 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsOft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WORKSHEET :. Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE. STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUAL X im to. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 ft 11.0 ft 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 fti heat/cool 8.0 fti heat/cool 8.0 ft heat/cool &0 ft heat/cool TYPE OF CST HTM . Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ftz) Htg Clg (ft') Htg Clg (ft) Htg I Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 80 """' 88 **•* *'** 104 •' ' "" 0 "•' "" Exposed b 12C 2.9 1.9 0 ,>" "„ 0 »» »,> 0 „" ,,,, 0 '»> ,»• walls and c 13C -3.2 1.2 0 "" '"" 0 "•' "" 0 0 •'•' "" partitions d 0.0 0.0 0 '*" "" 0 •'** '• ' 0 '*" •*"' 0 "'• "" 6 Windows and a 1C 37.0 " 16 591 '•*• 16 591 "*' 16 591 '*" 0 0 glass doors b 8C 37.0 " 0 0 '•" 0 0"*" 0 0 "" 0 0 Heating c 9C 38.7 •' 0 0 "'" 0 0 ***' 0 0 "" 0 0 d 0.0 *' 0 0 '""' 0 0 •"' 0 0 '*** 0 0 *"'• e 0.0 " 0 0 "*' 0 0'**• 0 0 "'* 0 0 7 Windows and North 27.6 0 "" 0 0 "" 0 0 •'•' 0 0 '•'• 0 glass doors NE/NW 51.4 0 "" 0 0 "" 0 0 *"' 0 0 "" 0 Cooling E/W 0.0 0"*• 0 0***' 0 0*"*' 0 0"*' 0 SE/SW 54.3 16 "*• 758 16 '•" 758 16 >"' 758 0 "*• 0 South 0.0 0'*" 0 0'**" 0 0**" 0 0 '•'• 0 Horz 0.0 0 '•" 0 0 "" 0 0 "" 0 0 '•" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 01 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 (Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration Ia 1 26.61 8.6 16 426 137 16 426 137 16 A26 ' 137 0 0 0 13 Subtotal loss=6+8..+11+12 ,**• 1444 "" **** 1494 •*** "" 1594 •'*' "*• 0 "" Less external heating ***' 0 ""' *•" 0 "•' '"•' 0 •*'• `**' 0 '•*• Less transfer - 0 >»> ,> , 0 ,>„ ,•,> 0 »>, ,•,> 0 14 Duct loss 10 o/c 144 "•• 10°/ 149 "'• 10°/ 159 "*• 10°/ 0 15 Total loss = 13+14 "'• 1588 "" *•" 1643 "** "" 1753 *" '*" 0 16 Int. gains: People @ 300 0 '*" 0 0 •'•' 0 1 "'• 300 0 '*•' 0 Appl. @ 1200 0 '•'• 0 0 "" 0 0 '•" 0 0 •"' 0 17 Subtot RSH gain=7+8..+12+16 " ` '•"' 1027 "" **•* 1044 '"*" *"* 1377 '"" '*" 0 Less external cooling ,>„ ,>,> 0 ,•„ >,» 0 '>,> »•> 0 „» *„' 0 Less transfer ,,,> ,>,> 0 „'• «,» 0 „» ,>„ 0 >«» >,>, 0 18 Duct gain 10°/ "" 103 10°/ "•' 104 10°/ *•'* 138 10°/ "'" 0 19 Total RSH gain=(17+18)'PLF 1.00 *'"* 1130 1.00 •'•' 1148 1.00 "" 1514 1.00 0 20 Air required (cfm) "" 0 61 **** 0 62 **** 0 82 *"' 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsoi t Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06 /4CC�+ E:lFiles\drhorton12879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room FAMILY RIA KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12.0 ft " 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM ` Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft) Htg Clg (ft) Htg I Clg (ft') Htg Clg I (ft') Htg I Clg 5 Gross a 14B 4.6 2.1 288 '*" '""" 96 '*" '"" 0 "" "*' 0 Exposed b 12C 2.9 1.9 64 "" "" 0 "" "" 96 "" "" 0 " "•' walls and c 13C 3.2 1.2 0 ""' "" 0 "" "" 128 ""' "" 88 partitions d 0.0 0.0 0 ""' "" 0 """ ""* 0 "'" '"" 0 e 0.0 0.0 0 ..." ,*.* 0 ..., ...* 0 .,,. "... 0 ".., ...* 6 Windows and a 1C 37.0 '* 0 0 '"'" 10 370 "" 15 554 "" 0 0 glass doors b 8C 37.0 *' 53 1959 '"" 0 0 0 0 "'* 0 0 Heating c 9C 38.7 *' 0 0 "" 0 0'"** 0 0 "" 0 0 d 0.0 0 0 "" 0 0 "" 0 0 "" 0 0 e 0.0 0 0 "" 0 0 ""' 0 0 "" 0 0 f0.0 *' 0 0'""* 0 0 "" 0 0*"' 0 0 7 Windows and North 27.6 0 "" 0 0'"" 0 0 "" 0 0 *"' 0 glass doors NE/NW 51.4 0 "" 0 10 "" 394 0 ""' 0 0 "" 0 Cooling ENV 0.0 0 "" 0 0 "" 0 0 "" 0 0 •"' 0 SE/SW 54.3 53 "" 2512 0 "" 0 15 `"" 711 0 '"'* 0 South 0.0 0 "'* 0 0 "" 0 0 "" 0 0'"" 0 Horz 0.0 0'*"' 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 01 0 0 0 01 0 0 0 01 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 (Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 53 1411 454 10 266 86 151 399 '1281 0 01 0 13 Subtotal loss=6+8..+11+12 "" 5658 '"' "" 1536 "" "" 1916 "" "" 520 Less external heating "'" 0 "" "" 0 "" "" 0 "" "*' 0 Less transfer "" 0 "" "" 0 '•:' *••: 0 :••` •••• 0 •i•� 14 Duct loss 10°/ 566 "" 10°/ 154 "" 10% 192 "" 10% 52 15 Total loss = 13+14 "" 6223 ""' `*" 1689 '"" "" 2108 "" "" 572 16 Int. gains: People @ 300 4 "" 1200 0 "" 0 0 "" 0 0 ""' 0 Appl. @ 1200 0 *"' 0 1 """' 1200 0 "'* 0 0 "" 0 17 Subtot RSH gain=7+8..+12+16 ""' "" 5493 "'* ""' 2311 "*' "'" 1574 "" "" 421 Less external cooling "" •"' 0 "" "" 0 "" "" 0 "" '»' 0 Less transfer "" "" 0 "" "•* 0 "" •"' 0 "" "'* 0 18 Duct gain 10 °/ 549 10 °/ *"' 231 10°/ "'* 157 10 % '"'" 42 19 Total RSH gain=(17+18)*PLF 1.00 """* 6043 1.00 "'* 2542 1.00 "" 1731 1.00 . "" 463 201 Air required (cfm) "" 0 328 ""' 0 138 *"* 0 94 "" 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsofC Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29:06 /1CCA E:\Files\drhorton\2879\2879REVD.rsr Page 3 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /tn La. - 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 ft 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 ft 4 Ceiings Condit. Option 8.0 fti heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg (ft) Htg Clg (ft2) Htg Clg (ft') Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 "*' '*" 0 *'** "" 0 *'" ' "" - Exposed b 12C 2.9 1.9 432 "* *"' 120 *"" "*' 224 '*** "" '"*` **** walls and c 13C -3.2 1.2 40 "" "*' 0 '*" '*'* 0 '*" partitions d 0.0 0.0 0 "'* '**' 0 '*'* *"' 0 e 0.0 0.0 0 ,.,, ,,,. 0 „*, ,..* 0 ..., f 0.0 0.0 0 ,**. .... 0 ..*, ,.,, 0 **** 6 Windows and a 1C 37.0 90 3326 "" 15 554 '*** 15 554 glass doors b 8C 37.0 ** 0 0 *'*' 0 0 '*" 0 0 Heating c 9C 38.7 "' 0 0'"•` 0 0 "•' 0 0•"` ' d0.0 ,• 0 0 **** 0 0 ,*,* 0 0 ,,,, ••,• e 0.0 ** 0 0 "** 0 0 *"* 0 0'**' f 0.0 *' 0 0 "" 0 0 '"'* 0 0 7 Windows and North 27.6 8 "'* 222 2 "•' 39 0 "" 0 '*'* glass doors NE/NW 51.4 30 '•*' 1872 0 *'*' 0 0 *'*' 0 '*** Cooling E/W 0.0 0 *•*• 0 0 ••*• 0 0 ,,,• 0 •,•, SE/SW 54.3 52 **'* 4006 13 *•*' 621 15 *"' 711 '*** South 0.0 0 **"' 0 0'**' 0 0 *"' 0 '*** Horz 0.0 0 *'*' 0 0 "" 0 0'**' 0 '*** 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 (Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 126.618.6 90 2397 770115 3991 128 151 399 128 13 Subtotal loss=6+8..+11+12 "" 9062 '*'* "" 1511 *'*' "*' 1881 Less external heating "*' 0 '*" "" 0 "** "" 0 '*'• *"* ***' Less transfer '*'* 0 •••, "" 0 ,,•• "*' 0 *••* •*•, •**, 14 Duct loss 101/ 906 "" 10°/ 151 ... 10°/ 188 15 Total loss = 13+14 "'* 9968 '*" '**' 1662 '"*' "*' 2070 16 Int. gains: People @ 300 0 '"" 0 0 ""* 0 0 "" 0 Appl. @ 1200 0 ,•,, 0 0 ,,•, 0 0 * •• 0 •*,* 17 Subtot RSH gain=7+8..+12+16 **'* *"* 8718 **** '*" 1326 "*' *'*' 1673 Less external cooling "„ "*' 0 „" '*'* 0 '**• "*, 0 ••" •*•* Less transfer *"* '*" 0 *'"' '*" 0 "" "" 0 18 Duct gain 10 °/ "" 872 10 °/ ""' 133 10°/ *'*` 167 °/ *•** 19 Total RSH gain=(17+18)*PLF 1.00 *"'* 9590 1.00 '*" 1459 1.00 '*" 1840 "** 20 Air required (cfm) '*'* 0 521 '*** 0 79 "" 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wP'�ghtSOirt Right -Suite ResidentialT" 5.0.64 RSR26015 2002-Feb-28 13:29:06 /(--C-l', E:\Files\drhorton\2879\2879REVD.rsr Page 4 3' bath duct to roof cap /fan 2448 1 �.: •� 170 90 w Q 5l _ 1 �� 1 { if I 65 _9. ■270 w,=j !�� 91 ® i . 210 210270 ■ Must have a ninhun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. \3' bath duct .o roof cop /fan 3' tlth duct to f cap ,fan 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL A/C PAD dryer duct to roof cap Rating o r N m W > Z O Z Q W 3 J O D Q Cr m EL J cn 0 0 ENGINEERINCI D.R. Nor .still j �� C_ F-!�,"ACKAG-,J'D REVISION DATE:Maolls NEW LOAD # _ 24o1 Iimoo -AS 1 I Ic.Q l OA — P1 1 / Dp,- _ CD11"? VIA CARPENTER CONTRACTORS OF AMERICA. INC r 3900 AVENUE G. N.W. ,L WINTER HAVEN. FLORIDA 33880 i941) 294-6449 Davin rrii r . Engineering and Drafting Se ices M. Residential • Commercial Plans & Eng. - Inspecdons • Permitfing • Specializing in Church Desigm 112 Coleman Road, Winter Haven, FL 33880 Phone: (941) 299-1048 Pager: (941) 965-6956 Fax; (941) 291-4305 TO WHOM IT MAY CONCERN: This letter is intended to address the issue of deflection in roof trusses. As an una.voidaLble fact of physics, roof' trusses are. allowed to deflect 'up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount of deflection in a specific truss design, the difference in deflection amounts of tru %,,mes adjoining different design conditions may pose asn -aesth4- is problem in the ceiling and/or roof plarre. One procedure that may minimize the appearance of noticeable deflection difference would be the installation of 1/2 THK . x 1.6." high APA CDX (or O.SS) strongbacks staggered throughout the area of concern, prior to applying any dead load. The plywood. strongbacks should be nailed to each truss with (8) 10d nails stacked throughout the 16" height of the stongba.ck. In lieu: of -plywood strongbacks, 2 x 8.#2 Southern Pine strongba..c•ks ta.y be used or 2 x g #3 S.P. with no knots or imperfections in the bottom surface. The 2 x 8 strongb'acks should be nailed to each .trums with (3) 16d nails into each truss. Tither choice of strongb.acks should tie the trusset together and providea more uniform deflection in the. area of transition. The strongback bracing material is in addition to any permanent building bracing specifiedby building designer and/or truss manufacturer, and will not a.dtversely affect the performance of the roof trusses in any way. I.f you have any questions? plea -se feel free to contact Bob Michaelis at Carpenter Contractors of America., Inc. (813) 29-4- 6449. Sincerely, (Dz) David. A. N-orrice; P.E. FS,, #- 3, 21 & 6. • If I 0 December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, NW 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 mph 3-second gust wind speed Residential construction • Enclosed building Exposure B If you have any questions or if I can be of further assistance, please call me. Sincerely t�� R - p No.22839 12-1 -02 v TJy71 OF ' = yJJalter P. Finn, PE OP p - .,``' Senior Chief Engineer WA43 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 - (800)755-6001 4 , c:i 1i W-_l-E-13 B)_ Acc, SL1BS7111vFiTIaN TIIIS I)ETAII, IS TO BE USED WHEN CONTINUOUS 1 a`I'LRAL BRACING (CLB) IS ZiPL•'(AHED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB i BRACING f.IM-1101) IS DESIRED. Nu'1,1.: THIS IIItifAll. IS ON1.1' APPLICABLE FOR CHANGING Tl1E SPECIFIED t'LII SIIOIYN i)N ItJGLE: PIN SEALED DESIGNS TO T- 11RACING OR SCAR IIRAC'ING. AIXERNATIVE BRACING SPECIFIED IN CHART 13EI.OW MAY BE CONSERVATIVE. 1•'UR MINIMUM Al3liAINATIVE BRACING, RE -RUN DESIGN WIT11 APPR0I'll IATE IIRAT'►NF; IYI?Jl MEMIIER - SPECIFIED CLR SELL: BRACING ;!%:I OR :SX-I 1 ROW 2X:I Ult ; X-I 2 ROWS 2XEi 2 ROWS 2XB 1 ROW 2XII 2 ROWS ALTERNATIVE BRACING T-BRACE SCAB BRACE 2X1 1 -2X4 2Xti 2-2X•1 2X4 I -2X6 2X8 2-2X9(*) 2X6 1-2X8 2X6 2-2X6(+) I' -BRACE AND SCAM 13RACE TO BE SAME SPECIES AND GRADE OR Ill'T' ER THAN WEB MUIDER UNLESS SPECIFIED OTHERWISE ON LNGINLER'S SEALED DESIGN. (4) CENTER SCAR ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH I ACE: OF IYF.II. AWINI=; 'P—BRACING: APPI,Y TO EITHER SIDE OF WEN NARROW FACE: ATTACH WITH 16d NAILS AT ii" 0. BRACE IS A MINIMUM 110% OF WE; MEMBL:R LENGTH SCAB DRACINC: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE TITAN (1) SCAB PER FACE. A'I"I'ACII WITH IOd NAIIS AT 6" O.C. SCAN BRACE IS A MINIMUM NO% OF WEB MEMBER i,ENGTII RNING• TRUSSES REQUIRE fXTRFNE CARE IN FABRICATING, IIANI)LING, SIIIPPING, INSTAILING BRACING REFER III IIJU-91 (uAN111.111Fi 111VALI.ING APID t2ACING), PIIBI.ISIfl) BY III[ (TRIISS C INS'IM11C, 503 WHFu)IRNI Ilk', SHllf 200. HADISIIN, WI 5]719) fill: SAIErY PRACIlcrs I If) PERFIIRMING Hd:SI' FUNCT111NS. uNI.ESS O7NERVISE INDICAMD, 11V CIIIIRO SIIAt.I. HAVE LRLT ATTACHED SMIC(HRAL PANL'LS AND 8I)f11114 MORE) SIIAtL IIAVE A PRIIPERLY AIIACHEO RIGI11 FIG. r IHP11R1ANl-� fURNISII COPY Of TIIIS DESIGN M THE 1NSfALLAIION CUNTRACTOR. IE ENGINEERED PROBULIS. B1C.. SHALL PINT BE RESPEBISIBLE FOR AM IIEVIAHNN FRIIN TIIIS ;NI ANY FAII.HRE TEE BUILD 711E TRUSSES IN CIIPIFNRHAFA:C Vlfll IPJ; OR FABRICATIIG, I INI;. SIIIPPING, INS IAI.I.IN1i ANTI BRAC1116 Ili* IRl1SSES. PE.SUM F.rU-IFORHS VITII APPLICADIE 'ISIFINS Eli NOS (NAIIIINAI. DGSIGN SPTCIFICAIIIIN PIIUTASIIFB BY 111E AMERICAN HIRCS1 AND R ASS(ICIA11111J1 AND IVI AI PHII' 1.6NNECIORS ARCNABE III TOGA AS111 A6'53 LRiD QAI V. SIM. PI AS 11MI.B. APPLY LIBINI I.11)kS M fAfAl ME III TRUSS Alill, U1I11 SS 1IIIIlkVISL' I 11E:A1f U fill 11ES104, Pl1SIMIN EIINHILIJIRS PER BRAVINGS LOB A-2. 1111. SLAI. IUI MIS IWAVINGi 11101CAIIS FIANCE Hf FkiIflSSHlI4A1 011,11IFIRING RCSPl1NSIBJLIIY S11111A ME? lld: 1NUSS Cf1HI,lll4cNI C.II SIIIIVN- IIIE SIIITABII_Iff AIM USG [IF MIS COHMNCNT 1119 ANY PAR11CMAR 111NLDIFIG V11S 1)RAIVING REPLACES DRAWING 579,640 c L1. -- PSI_ 14.F CI.1-1 SUB3111 . c Ill. PSI" IIA I C _ - O(i 25 99 - Ic p L PSI IIRWG 13RCIAISU130699 3C l 1. PSI - ING - Adl.1l KAR DEC 0 4 ?D€i3 _._........ i111.I.Il. 111 Walter P. Finn, P.E. ;li jp I: fac. 0.22839 ___ ._..... ._. _ ._._. _...... _..-...... ;i'ACING October 18, 2000 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a lx4 #3 Hem -Fir, for continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Sincerely, 'L6. Finn, P.E. Senior Chief Engineer ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 V. +D1a 'T"f1A1,,• �lfi N(.: e Sl+eathlnp` ,�; 4 n•z� — ;�.�-r�—•�—'-� 7K-.-��-r�..,s. I r i r r Fl-4tvLi0. - haa,- . l . he,ps. r FATU).REr. ANCHOR vvh�n'sper�fi�r�Qn sm ;we�ul sheets=: dLa�a ��lxaws��r�lP�1 7J��S ,. :,. �, G°^-'era►Iu,►�,�1�� •�-r-� i �;;-- ,- - --- _ � __. �:r� n x sa.r�AYH Tt . s a s WIM, NIP, 64Q_ ._ ckii�• L2�G1�'3rttr3. >e: alon ► t�xa .a R} m�rnbars::� a 2 4"s 1 � _.'.•J., the ends of r .. :: [°1 l i c.�itila�4uhla a cl 11S;E";:MET#igD: St1©WN.;'1' 1phl Cli a . �ttdCjtt�,.a P: Tt?. 1� .. _ �(yy,,�� G .' Slid&..• "J'he di ona'1 ANOTt!>31i W-G o Abe dIMapbe t:Q :one dee of we memb�.r_ RI r , . ;.r: Qei!rtll�u��Ni1(r kirno S'1 RUt Rf l l;LY ..:; 6tiNb. 7, PI fir rr•4 gal tha`ranel{rn: MG:i110''Sj?EC'F'IED HP!nestaxi�azw[o:13?alwWs:yarapus.:tysofancboragcorrestraiots`for 1t LS5:IONA% EM NEEIt conhnuuus la[c[al;brac[ng' 'Rmop tla�m i3 a [ase w6crctbc.��cb lateral bracing l5 P'RQ� g antbn[ea hp a alagpnal braow8_t BS dt g s §om a Ilortzonlalplane. A' S deg[ce y.erinQ fot'irur.,ar; Ott A RCtf TT1r0'P . dcwahair is �irucgnall ac , bl thcdp�ahon i; &r [cr IhbriS.dcgrccs;.a - t + saond:d[a ong1. bray steel PlOvld syc11 as 14 makh an x• T6c CC B as tidl t .. 1s. g _ as botL tcpds Qft)iis dingoP� 6taee ?hilt lie anchored will 2- 16d"corn[non nails, - : FINK STYLE l XAAPLL _ AD7ACENT Tlt1$S$:NIITRUSSES A1J� 11�1EtFaEN ra�f .t��1} f,RltJy t�ESrr�l)it: AIPif,Qt�1:rr QtAE E� It1 SifRP►'tlt' (Rther�nlio a e ,. "----f,. ISFSSQI2S g ' Plso} psi onst.,f6r WT[l.11ttt a7•tlE a otlra>' typS o w 1 STYT:C SbouUlny hq,y - �r !' ,:.!1b41ynN))1nlP�EnJItl�Rnd � E:. �RR~pC*��iop>.:WaM>;I11gfiLn.p t nr u�rtkq{11 4K' wb -� +� a I' .r�-,woll- rallflln}lp�ar►f�:. .. ley V- Iltt PI04nllnyi np pc�grnQ 5..;nwa`11.u�ickll.. ca h -�::Cori11 uu rs ' �• - 21t1 !<a P,�a ik_ud QFsda' � n>.._ : ;x,_-:- n . t .Irl..raF'lxacl ny pl{1y44M1 lifl[fR palli±4 oppnfitrr a>d* 41 kyol. p�ayfrtli 4 CoanliruIon web •A0IW:Mn*iqiiI4lj should f lw sopral[�sl RpptPa4lzi►Idy � � \ _ ?OleuLlptgrFnr, Attagl �w (11-16d naf1� `\ _ at�yr'�'ii +end to ahPrda - �-. EL 9 Pk {n1 ? 1Q+1 PC :Mab''oF ICJ �uiE:?%�3 D'a oaa4 Bt ca caRy'trav�r.• _ .; npra thaq j nr let• bK t awii de�andtttf,�.i -� aq ter .k � ca Q+4T1r; SOf06/9zt r� i • o This is a recommendation only. Permanent; bliaai>1 I@r all structural elements and anchorage to accomplish OBI 137 -A the transfer of the loads to other structural elfSrrrent9 of."Me e building to achieve total structural integrity is the IJG 6— TRII S� responsibility of the building designer per FIenda Building Code. - R� � 4 .. rig IIIV; DRAWING SPECIFTES REPAIRS FOR A TRUSS Willi CRACKED VERIICAt. & DIAGONAL WEDS. (RI) WARNING: THIS DESIGN IS VALID.OIALY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE AND #3 SO. PINE GRADE. IN ADDITION, A MAXIMUM OF I CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT 00 NOT C014PLY WITH THIS DETAIL. (B) = DAMAGED AREA, 0" MIN, to i211 MAX. LENGTH OF CRACK IN WEB. (S) = (2) -2X4 SO. PINE #3 SCABS. MINIMUM LENGTH OF SCAB MUST QE THE GREATER OF: 1. 68" + LENGTH OF DAMAGED AREA (B), MINIMUM OF 34" ON BOTH SIDES OF THE DAMAGED AREA or 2. 80% OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4" D.C. STAGGERED. REFER TO NAIL_ SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. 110d NAILS: DOUBLE ROW. STAGGEREDI + - BACK FACE 1- 4- t'.E. ) 0 - FRONT FACE 1` trr•1Cu. C) + 0 + 0 + () + 71/2' Cl + 0 + 0 + 0 + 0 I- I• a.E. --I NAIL SPACING DETAIL PLT C=l E-�- O C= O l= /-_1 O =7 cal I= r=7 C] E=1 [� C=] 1."U cl O ALPINE C:-1 (� TRUSS t'.:1 _--I 1 11 C'. I t- I I :_ 'Z / f % 2X4 #3 SO. PINE WEB ONLY (RI) I1/5/97 ABE iEH IMPORTANTiTIfALPIHE ElIGI11EfRED PRODUCT-. 111C. WATlA1TA1GIRUSSES RE0U111E EXIRENE CARE SHALL fi01 6E PESPOISIBLE FOR Lily f NIN if RAINL1110, EREGIIOH AHO DEVIAIIOH FRC1i THIS RESIGH OR IHESE SPECIFIC4110115. OR Alit BRAL•IIN. SEE HID-91 BY TPI. SEE THIS UESIGH FAILINIE TO BUILD HIE MOSS III COHr ORHAIICT W1T11 OSTBB BY IPI. FOR AH011I0HAL SPECIAL PEARAIIEIII ORACIIIG HE LLPRIE COI4lEC10nS ARE HABE OF 20GA GALV. !;TEEI REETIIIG ASIR OtHM-HEIRS. RIILESS OTHERWISE 111DICLIED, TOP A446 GR B EXCEPT AS HOIEO- APPL'I COIWECIIXAS TO EACH FACE Of CILnILI 5114LL BE LAIERALLY BRLCED 14111l PRCPER TRUSS A110 UIILESS DIItERtI1SE LOCATED OH 11111.1 DESIGIL POSITIGH LY AIIACIIED PLYN00D SHEATHING. 50II014 CHORD COIRIECIORS PER CRAWHIGS 130. 150 C ISGA-1 . DESIGII SIAIIOAROS W1114 PWPERLY A1IACIIE0 RIGID CEILIIIG -- SEE C01tFOPH 11/LPPLICLBLE MOYISIOHS Ur INS E 1PI. All EIIGIHEER'S ALPLIE IECIWIICAL MATE 17/1/911 FOR PROPER °CAI. CIII 11116 P.NKIIIG APPLIES 10 THE C71PNIEIII DEPICIEU HERE IAWLL APPLICATION. FHIINISH A LOT'( OF 1111S III IWA.Y, Lit) SHALL 1101 BE HELIER tow III .flit DARER HAT. DESIGII 10 THE 11lII5S ERECIIOII CGIIIBACIUrl. *- -1111_- TRUSS PLATE 1115111HIE. IMIS - 1991 IIAII011AL CE5I611 SPECIFICATI011 E911 90QI1 C0115111HL'f1011 i _ Rev 17.2m NOT TO SCALI -'TC LL - PSF CRACKED WEB DET 'TC DL - PSF DATE 09102/94 BG DL - PSF DRW l-IC25094073 4 BC LL _ .__ PSF FL=ENG CL WC 0TOT.LO. - PSF Walter P. Finn, P.E. DUR . FAC . - No. 22839 15PACING 24.0" r �n�.ra•i�ynmrc:r� �mmu�=; Mmm�w �A L FIGp �TL ` E E G I E E, I Drive 3 `4' �� 950 Marley Di e � E iia�r�eJ ''✓�il�, ilO��.'8 :;J•1 � December 23, 1997 Mr. J.D. Dallas Carpenter Contractors Of America 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear J.D.: The strong on sealed Alpine Engineered Products, Inc. drawings for floors are not considered in the structural analysis of the floor trusses, therefore they do not act as support or bearing for floor trusses. However, to control vibration, strongbacks or other suitable load sharing bracing at approximately 10' O.C. is specified in TPI's Design Standard for Metal Plate Connected Wood Trusses. If you have any questions regarding this matter, please give me a call. Sincerely, AL,pINE ENGINEERED PRODUCTS, INC. W1 P. inn, P.E. Senior Chief Engineer WPF/kld ENGINEERED 1� PRODUCTS, INC. 1950 Marley Drive Haines City, riorida 33344 e (94 1 ) 422-86 S October 25, 1996 Mr. Steve Dawson Carpenter Contractors 941 S.W. 12th Avenue Pompano Beach, FL 33069 Re: Nailing Multiple Member Trusses Dear Steve: On Alpine top chord loaded multiple member girders, when all of the supported trusses are sitting directly on the top chord, there is no need for a positive connection between the chords to transfer the load. Therefore the connection shown on the design may be superseded as shown: As each member is applied, fasten together with 16d nails (gunned) or 16d common nails: Top chord 12" o. c. Bottom chord 12" O.C. Webs 4" o.c. If you have any further questions, please give me a call. Sincerely, A',PINE ENGINEERED PRODUCTS, INC. W dFinn, P.E. Senior Chief Engineer Cm� W SC011 OVIR11MIG DETA I L tiff PSF @ 1.33 RLIR.FAC. OR 50 PSF @ I-25 111-AFI-FAC. 2X'I 11HX I ITUII OVERIIHIIC, LENGTH 2XG IIAX 11'llltl OVERIIAITG LE11GTtl (;RODE 2 PSF 10 PSF GRADE 2 PSF 10 PSF SOFFIT SOFFIT SOFFIT SOFFIT 112 11^2-U•% 2-0-0 02 1! AJ'Ll ?.•u^U 112 2-0-v 2-0-C u2, a2 fill t� Z' 1�-�' 0 Ii2 [)it 2-li o III II 2-(, • v 2-0 -O. at 11 'z-v-.,i; -�•� N I I111 2 " l 2 -i. ••� a l fill - -y •v - A7"cl ------- -'- it, SS --- — — - -- I I . s S a5 Ss U 2.6_0 lilt s Oil SS THIS SCAB OVERHANG DETAIL MAY BE USED IN CONJUNCTION WITH ALPINE STANDARD DESIGNS IN COMPLIANCE WITH THE FOLLOWING BUILDING CODES: ASCE 7.93 AND SBCCI FOR MAX. (1F 110 MPH WIND SPEED, 30 FT. MEAN ROOF HEIGHT, WIND HIN..TC DEAD •- 5.0 PSF AND BC DEAD LOAD •- 5.0 PSF, SEE APPROPRIATE ALPINE DESIGNS FOR LOADING.' BLDG. CODE, WIND SPEED, UPLIFT, LUMBER. PLATES AND OTHER DATA NOT SHOWN HERE. NOTE: 200# ADDITIONAL UPLIFT CONNECTION TO BE ADDED TO THE UPLIFT SPECIFIED ON THE APPROPRIATE ALPINE DESIGN. ADD SCAB TO ONE FACE OF TOP CHORD WITH 16D (0.128"X3.6") SIIN NAILS AT 2.0" Q.C. STAGGERED. SCAB OVERHANG SIZE TO MATCH TIIE TOP CIIGRD SIZE, AND MUST BE OF-SOIITHERN PINE THE GRADE BEING E(iUAI. 10 OR BETTER THAN SPECIFIED ON 111E ALPINE DESIGN. i 47 PSF @ I-33 fri1FI.FAC. nil 37 PSF @ 1.25 Olio. FAC. 2X9 t1AXltitlli DVERiDlllfi 1-Elit',TH 2XG IIAHI111111 nVERI1flIIG LENCIIII GRADE 2 PSF 10 PSF GRADE 2 PSF SOFFIT 10 PSF SOFFI'l SOFFIT SOFFIT 112 II 2-0-+r 2-010 it 11112 nil 2-0'v 112 (III It J-tf 2-0•-a � .III 11 'L-G•u 2`L7••Ci III Z •o '.: z " U It I HI nil -U O + V <7 ,) 7, .- 0 11. 5s 4.L,-.; -�.•i) _ -� ---- If. SS Z.•J_d 2•J-v ss SS nil SS.CI :, i'-�' �_ — lilt SS SCAB i_DIGTH � RUSS Pilhd ---� I ( t- ) I- 4— -- ---- 0vcRi-IFIIIC Al I �f ++wARNTHGN. TnI15SES REQUIRE EXTnEHE CARE TM FAOR(CATI116. t1ANOLTNG. SIITPPTNG, ItlSTAU.TNG l '_I (=-:1 1__l L_i l� C] ANU ORACTHG. REFER TG IIIH-91 IIIAIITII-IIIG INSIALL(NCi ANII HAACINGI, Nt1HLISI IEU OY TPI ITAIISS - 11ES lG11 CRI1: .}_ ItEF a t-_, C_.)A _.� p p PL.AIE TNSTI IUTL', 5B3 0•UNOFRIG IIR., Sll[IE 200, NAO t50it, HI. 5371p1 TOP SAFETY PRAm-T VICES --_ I1HTE 1.4' I11 - 7t P4A)IfiE In PERFT1nNING THESE F'l1NCTIt111S, NNLESS OIIIEI1WI TIIOIC.ATEO. TOP CIIOIIG SIIALI. itAVE fC LL Pnril 'ii-Y ATTAf.NEO SIOtIC.TtinAL PANEL5 AN11 f10TT0R MOOD SIIAI t- HAVE A PnfiPEHI-Y ATTACHED HTGI --, C.EIL111G. �NIRNOtITAIITN+ FNn1OSN A tAPY [IF IIIIS 11E'aTGN TO 111L' R15TAEVIATLAI NN CONC114 11 0n. • -t.f Ifl DRUG I I D / •� `\ ALPINE ENGINEEHEn Pnili+IiCTS• INC. SIIAII NIIT GE OLSPONSillif (Hn A11Y OEVIAIiIIN FIION Ti119 +�} 11ESIGIf; ANY FAILHHE III BUILD 'ILIE TIIIiSSES IN COIIF01•NAHCE NI111 IPI; 1!R fAiNT1t'Ali11G C1 •(] i r• TIC,-Ellli V (� 1yt ` fit-llTrlt_ +-, iIANOI(IIG. SIITPPTNG• IN5TA+.-4.IItG APIi+ GIIAC(Nfi OF TI11I55E5- LIESIOIt I:Ii11PORN5 wTTtl API'LICAIH.E UC 01.�. I'nnVISTONs OF IRS OIATTOIAL ITESTIUI SPEGIFICAIIUN PNBLISOEp pY 'HIE. AHEII1CAIf PUREST AWII ®=. .' i PAPER ASSOciAiTONI AIM TPi. ALPIFIE C.UNNECIOHS AIIE HARE OF 10GA ASIN AG53 GH40 GALV. SHE - IBI.LD�'ct ABI�VEL EXCEPT AS NOTED. APPLY CONtIECTOHS in EACH FACE OF TROGS ANO. tall ESS OTHERWISE LOCATEII O �, 11,18 DESIGN POSIIIaH CaNtiEC1OD9,PEH I1nAWINGS Ilia A -''I. TiIE SEAL ON TillSnUAwING THOICATE p - I111a.FfIC. 1...y[-::1 C:i r� ACLENTANLE bF PDDFESSIONAI_ ENO1NkER fNG RESPONSIGILITY SOLELY FOR THE IRUSB CORPO1+E11I Walter P. F1T1T1,�P E, t_I l-1 1_, l_1 C-] C_7 11E51Gt1 tinOHN,� oI�E�51�IT�Gii elnniinliir hF61GIIER CPEROA NSI/1P1 Ally fiELTTSlti3UtluIUG No. 22839 51'OCIIIG 2'1.0" TYPE sf.0rf o-N. 0t'rflu. Level Soffit Dot -ail 1'or Slopes 2_5/12 and Greater (.umber to ba as specified on tryin design. —_—�r- Trusses Shall ha fastened to bearing walla with framing anchor or equivalent. In arena subject to hurricane winds,red t•r.usses she]. HlotLonl Ile fastened with 1/9"x1" steel strap anclvalanitbmetltodat1mayablaancsed11dSlof£itomembevar rs over d36!" long shall be fastenad`to at2 caHesl and secured with 3-16d nails. Other equi greater than 40"). -- _ treated ledger with framing 'anchors) ledger to be bolted to wall every -40" (every 24' for overhang g Vertical with lx3's _ --.._� ------ 411 3 6 2 12„ �--- lx3 or wedge with lx6 lx6 lx3 wedge _-- -� 12" )!lnx. 4n" Shiro aolid ITypICU l) Anloclt optional 2x4 Sub-fascla lx3 2� 5xa \lx3 2x4 or 2x3 over 36" to 48" 2x4 clearance LI_.--Q'- sit ill, uol Id —2x- or 2x3 shim solid— 2x4 or I—__----0" Iaax IS.cal) Zx3 (typical) — (tyI 13" to 2d" over 24" to 36" 72" :ih Lm soli ('Cyplcu 1 ) `"Block optional 2x4 Sub -fascia \ 2 5x4 I lx3 2x4 or 2]c3- er 4n" to '2" "Recitllred with 2x3 Level Return IxR�lred with 2rxfL3revol Return onQOQo Cap— —SUNQfRRO— r- — ,-• 6=1 CI / 1-] r� (=3 c� c] C:1 CI ALP EzC1. l_I C=] -mil Gl 11 l� CANTILEVER WIT11 OVE1111ANG AND LEV 'Y. Sort'" UME CANTILEVERED TRUSS DESIGN) Cantilever Overhang length __^.l + 3 x 4 I I I 76" MhX. 4R" MAX. MAX. 11AX. ►4AX. (PF;R PANEL) "2x4 BLOCKING AT OR NEAR PhNET, POINTS (40" OC 14hX1 WITH 10 PLATES. +2x4 43 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING REOUIRED @ 24" OC MAX. ATTACH WITH 2-16d NAILS. BRACING T DTTRFCTI,Y TOBOTTOMRCIDIOPD- BRACIF DCEILING ING IS MATERIAL TO BE SUPPLIED AND hTThC11ED AT BOTH ENDS TO SUITABLE SIIPPOR'1' BY ERECTION CONTRACTOR. _ MC 0 4 M� I Walter P. Finn, P.E. No. 22839 nl-PINE EmINEEREn PROOMre,11C. P.D. NX 2225 POMAND (IERCII,F1.ORIOR 33DOI ;1O5-7111-3333 Drawlncl Shill /R FUIINTSII A COPY OF THIS DESIGN TO ullreTroll CONTRACTOR P'AGC 19 011"1'6:12C PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED UPLIFT 155 PLF URG.LOC (FT>: OVER CONTINUOUS SUPPORT UPLIFT DASEO OTI ID PSF TOTAL DEAD LOAD. (SBC) Ii1Nl) SPEED A 110 MPH. (LEAN HEIGHT UP TO 3B T. ENCLOSED. (RI ) + FOR VERTICAL LESS THAN V0 1,50 KPINE, 13 110001-13C. FOR VERTICALS GREATER THAN '1'0 2X'1 ALPINE, 23 I-IOOOLOC. w SPI.ICE, PEAK JOINT, AND HEEL JDIIIT PLATES TO MATCH C011H011 TRUSS. ALL CHORD GRADES TO MATCH COMMON TRUSS. GABLE F_HI1 HILL SUPPORT THE LOAD FRO(I '1' B" O1ITLOOKERS HITI1 THEE"LOAD12FROM 12" PLYWOOD 111,11IG (DROPPED EOVERHANG (IL CABLE) PIOMIfIACED 211" O AI_ NEELCABLE). 11OR1201TAL 111110 LonoS MUST BE TRANSFERED INTO THE ROOF AND CEILING DIAPHRAGHS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF TITE BUILO1116 DESIGNER. THE DUILOING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL QE S1 G11. CE 1 L. 1 NG AND ROOF S1lEATII ING DIAPHRAGM CONVECTIONS, A1lo ALL TRUSS TO HALL CONNECTIONS. OVERHAnrr, DEIAIL IIICLUDES_� 1111US5ES ALA+` 0 CYI FASCIA 1.1_ 1/Ifi"/111111,111 APA 7/{" — RA Ell UllE/L1111t1U -LADQEWilli lEt$TALItQ 111TN LONQ DItlEllslOtl STEPS P 24" D.C. PERYEIIOiCUTAR TQ 5LN'11QNT5. CI 0ROS GREATER 111/l.ADOER -1_ \ 2Xtl IIEBS -- REFER 'CC] CRACK, SPACING, I AND BRIM116 IIIFORNHT1011 1 L 0i11 IN IA ' ilml STUD SPACING / BRACING -"`--- - MAXIhIIM STUD LEIIf_,TH IIITH BRACE(S) N11 ( 1 ) 2X'I ( 2 ) 2X'I ( 1 ) 2X6 < 2) 2X6 50. P INE DEFLEC- t10 „1 "L" "I " "L" 113 TIOil BRACE BRACE BRACE BRACE BRACE STUD f.RITERIA (A) (B) (C) (D> SP�Fiiti� L/2110 3' to,, 7' 7 9' 6" 12, 1 0" Z 11 f, L/ 120 11' 5" 7' 7„ 10 3" 12' 3" 1 tl' B. 1G" 1_/ 120 5' 6" 9' 31, 121 B" NOTE : IjAo - STANOARO BUILDING CODE REOIIIRE11ENT FOR BRITTLE FINISH (STUCCO). L/126 = STAIiOARD BIIILDIIIG CODE REQUIREMENT FOR FLEXIBLE FINISH (SIDIIIC). (A) c I > 2X'I 113 SO. P I IIE "L" BRACE. 11TTRCII II I TII 0. 126' ZOIIL•SI DIAMETER X 3" NAILS 2" D.C. III EIiO BETIIEEN 21111115. (B) ( 2 ) 2X'I 13 SO. PINE "1-" BRACES. IN ATTACII EACH I11 TN 0. 120" ENn ZQIiESt 6" D.C. DlnfIETER X J" TMIILS 3" D.r.. BETIIEEII ZDIIES. (C) ( I ) 2X6 92 N SO. PINE "L" BRACE, ATTACH HIM 0.120" DIAMETER X 3" HAILS 2" O.C. III E11I1 ZONES, 'I" O.C. BL"TIIEEII ZONES. (D) (2) 2X6 0.120" D11111ETER 92 N SO. PINE "l_" BRACES. X 3" NAILS 3" ATTACH EflCil 11I.T11 Q.C. IN END 2ONES, 6" D.C. BET111HI MIES. CONTINUOUS R3' BEARING 1 rP l-�5 rLT PTYP,- P AI NE ALIIN! RILINE[1(0 IIOWCI4 INA Au11E1 /[OUI1f CNItUIE CARE 1m o C:=I C= 1---) o * I MPORTRNT *,HALL N01 11 1flfaNtl/LL fa. M,1 taf1RN i NCN NA"Nu1,G. ttccTloH =1 �� — = 0 O OE"IAIION than 11111 OEIIL4 OA IIIIIL Otte If ICAYIOHI. 0A MIT IAACIIIO. AIE "11-11 AT itl. I!E 11.11 Of 1111. O p C� = IhILUIL 11 1U1LA 116 Idull III CONf OAMNCL U1111 Of T14 1Y Ifl. fa" AOUIIIOHHL IPECIAL f1A0A,.INO IAACIUG At L—] LI E=I C= Alfl"I COH1I0811 Ali nAOI Of RICO CALM. DIM REEIMG At1A /OIALublft. WOLEI 61HEI411L 11101Ch1l0. let C= (] (� 1= p AYYA LL I fHCEPI At ".1110- AMY ralmiC1041 10 EACH fAC! Of CHORD MALL 1E LAIEIALLV BAACI" UIUI ►AOtE1 1•tE 1,= IAUII A110 IN A. LII OIHEI411[ LOCATIO 0„ 11111 0LIl1.4 IOlillMI LY AIIACHLO /LY4000 INEAMING. 10110 CHORD C0,1.[[Yolt fLA OAA4i HGt If1. 101 i t11A-/. OEIICN IIAHOAAOt 41111 fAOf(ILY Al1At"EO 11G10 [C IL ING •• iLC C 011f OIA u/NfI ICAIL( If OVI II OIII Uf 1101 1 111. AN 111G 111(11'1 AIf IIII IEGIIIIICM 41DII[ IIf Il111 fOA It01lf �/ j I��tLJLJ � IIAL 00 I"It OEAuIaG ArtLl[I Eo uK calva.EH1 offlcEL4 uEAL OArunl4 nfnlullou, IUAHlu1 A cot. w ull/ L 1d O4L Y. AHO (NAIL N01 IE I[l[IO Uf0.1 IM ANY 01"[A 4AY, Of I1LM 10 111( IAUII IM[[11011 COIIIAALIOA. /--I U � t� � L:� --Y►I • fAutf fLAil IIIe11TU11. II01 . 1111 IIA 11011AL OL/1011 fl [CIIICATt011 /0 - OGC� efz-->e R!, REV FI-A 9- EI -P18 IZZ AP RFV. 1214196 RI Revised AP 11/17/95 DESIGN LORD / OUR. FRC. REF GABLE toneWAllDus ctAAVIIYY PATE 04/17/95 . _PRH GE-0021A DEC 0.4, 60 PSF 1.25 FL--ENG WHM Walter P. Finn, P.E. ok No. 22839 JOB, JOE CABLE DET. NOTE: SEE DRAWING GE-002 AND/OR GE-003 FOR LUMBER, PLATES Rl * ALPINE DESIGNED AT 24" O.C. FLUSH WITH GABLE END AND TO MATCH TOPCHORO PITCH AS SHOWN. CONNECT TOP AND BOTTOM AND OTHER DATA NOT SHOWN HERE. Rq fIIORD TOGETIIE.R 141/16d NAILS AT 8" D.C. AS INDICATED. + BOTTOM CHORD MAY BE REMOVED AND STUDS ATTACHED TO FACE OF I BOTTOM CHORD OF TRUSS 00 BEHIND W/2-15d NAILS EACH. T NAILS AT 8" O.C. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ALTERNATE LOADING: UPLIFT 100 PLF TC LL 20.0 PSI, BRG LOC AT CONTINUOUS SUPPORT IC DL 20.0 PSI(:I UPLIFT BASED ON 25 PSF TOTAL DEAD LOAD. WIND SPEED=120 MPII. MEAN Be pC In 10.0 PSN=; IIGT=O TO 30 FT. ENCLOSED. (SO. FBC) R2 TOT . LD 50 .0 PS+1= OUR. FAC. 1.25 A RIGID CEILING OR CONTINUOUS LATERAL. BRACING AT 24" O.C. MUST SPACING 24.0" BE PROPERLY ATTACHED TO THE BOTTOM CIIORD: R2 HN BOTTOI.1 CHORDS OF ATTACHED SCISSOR TRUSS TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. R4 PLATE TYPE --ALPINE l-1 0 = 17-71 r� C:] 0 O O LPINE�� TRUSS rJ L.-1 M C-) Cl q S'T'ANt)ARD Gw3l E — �N D -rKusS vnatES 1.2� I I 1 I I 1 CONTINUOUS SUPPORT THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SMEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. R G 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 \ DIAPIIRAGJAS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. VARIES .q A3 C� RG RoV.�35 RS REV RZ jkE,j- TCE ZZ 13 R4 Rf V- TGb '/14/9+ RI REVISED FED 2/25/92 1112 AP RE✓. 212.1 jq4- REV. FED 9-1B-ti-5) L (VARIES) ---- ---- - -- - REV FED 8/271'90TPI-95 FURNISH R COPY OF THIS' OESIf N TO ERECTION CONTRnETOR B,nv : PI;D12/27/AFiE -.25110 IMPORTANT** FiPIHE ENGINEERED PRCOUCTS, IFB:. * SWILL NDI' DE RESPONSIlit-E FOR WIY DEVIRTION FROM THESE SPEC IFICRTIONS OR fllY DEV1RT101I FRIIM THIS DESIGN OR FVIY FAILURE TO BUILD THE TRUSS IN COIIFBRniIA:E VIIII TIE 'OURLItf CDNINUL 111'"A1L' BY IPI. 111H)IF COMB=CIORS ME MHNIIFACTI)IIEO F101M NJ GIBIGE MILVAHIM) GIEIT- ONA!4i OINERVISE SIIIIVN, MEEIINO REDIAL110115 OF 1151M F01% II1111ik it. APPLI CONNECTORS TD BOTH Ff11:ES RT ERCH JOINT RNJ I-MAIE 115 SHOVN. BEARING VIOTHS FIRE N- NOMINAL UNLESS 011LERWISE 51101111. 'DESIGN SfRNDFHBS COIIFORM YUJI APPLICABLE PROVISIOFIS OF NOS am+TPI (PET). TRUSSES REWIRE EXTREME CIIRE WARNING I11 'IV1NfLIM, ERECIION NIB BIiFICING.SEE IIIB-914111MING You) Ifill 5; EDIVIENTIBIY FV40 REMIMEN111111UNS-TP11. SEE f1115 DE.SILN full RNIITIONNI, OPECIOI. P hill NEW UNIIIANI; NVOIIINLM I11U. IIIIIESS I1111EIIV1liF GIRiVN, 111i' CIIUIIII bI11R I. BE I111EIM IIII,LY IJ11 111Ili PROPEI(LY RIIIICIIEO 11L11100D SIIERIII M, BOITOM CHORD WITH RIGID CEILIIIG Oft BRACING Pis SPECIFIED O11 DESIGN. on NOT USE THIS DESIGN VIIII FIVE REM11111UFf TRERM) LUMIIEII. - 2, DE`'' 0 Il..,,{ypM7 { _ WaltOrP. r1llII,.i�•E.. 7 No _2839 DESIGN CRIT TPI REF5-M. TC LL 30.0 PSF l''� TC OL. 1.5.0 PSF BE UI_ 1.D„0 PSF TOT.LD. 55.0 PSF DATE 12/13/88 DRVG 1,155,549 FL-ENG FL-0 D/R LEN. SEE ABOVE. pUR.FAC. 1.,33 PITCH SEE ABOVE SPFlCING 24.0" TYPE GABLE I 1PI - Imiss PLRIE I1611TUIf, NUS - I11TH)I �L mSWN S111011C.BTIHN rfiR 0110111115rnucnikl JOE:— _______________ __-- NOTE: SEE Ar'I'ROPRIA'TE ALPINE DRAWING 1=UR LUh113ER, PLATES AtJp =- �- (STl1D MUST BE nTTl,CI,IECI TO 701� nfJD DOT CHORDS ONLY) _ OTHEI► DATA tJOT SHOWN HERE. - GABLE STUD SPACING 14AXIMUtd LENGTH - 2X4 50. PINE W3 24" O.C. 3'-11' _ x GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 SO. PINE W3 16" O.C. 4'-5" _ 2X4 Al_PIhIE PLATES OR 24 WOODI_OC PLATES. SEE CHART FOR = 2X4 S0. PINE �t3 12" O.C. 4'-10'�- SPAC114G OF GABLE STUDS. (-)-I-) x)E 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD. ----------,------------------------- -Q ------------------ DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES _ �1E (STUD MUST BE ATTACHED TO CHORDSANDDIAGONAL) OR 24 PJOODLOC PLATES. ALL *X GABLE STUDS REQUIRE "T11 = °T" BRACE REOUTRED SPACING MAXIMUM LENGTH _ BRACING. "T" BRACING MUST BE TOENAILED TO GABLE: STUD _ 5'it" 2X4 SO. PINE 43 24" O.C. 7'3" WITH 10D NAILS AT 4" O.C. PLUS'A CLUSTER OF ]60 TOENAILS = 2X4 SO. PINE W3 16 D.C. 6,_0.1 = AT IIIE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING 2X4 S0. VINE U3 12 0•C 16'-3" _ SEE CHART FOR STUD BRACING AND SPACING OF = 2X6 50. PINE 412N 24" O.C. _ + PLATE AS REODUIRED ON APPROIATE ALPINE DRAWING. PLYWOOD = 2X6 SO. PINE I12N 16" O.C. 11'-J - SHEATI-IING 2X6-SO_-PINE-Il2Ni2�=D_C_- 12'-10" TRUSS HAS BEEN DESIGNED FOR 110 MPH WIND SPEED, ENCLOSED BUILDING, 30.0' MAXIMUM MEAN HEIGHT, (4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE STANDARD BUILDING CODE. TOENAILS FOR PERMANENT WEB BRACING. WHEN +, SI7IE- BRACING IS REQUIRED, FURNISH A COPY 2X4 Alpine, or 24 IJoodloc, OF TUIS DRAWING TO TRUSS ERECTOR. j; Or 3X6 Tr lox TYPICAL_ (++) ALTERNATE LOADING: NOTE: GABLE I1AS BEEN DESIGNED TO ' * TC LL 20.0 PSF SPECIAL TRANSFER ALL HORIZONTAL WIND LOAD IN TC DL 20.0 PSF 10.0 PSF GABLE TO THE FLOOR. & ROOF SHEATHING DIA- ** F TTOT.LD 50.o PSF END PHRAMS. CONNECTIONS &DESIGN OF THESE DUR.ING 24.0" TRUSS FAC. 1.25 SPACSYSTEMS ARE THE RESPONSIBILITY OF THE \ : BTIILDTNG DESIGNER. f�,�.,C I I ltt VARIES f `�2x6 'IT"L)L:;,� 2x l'IT" I BOTTOM _ ([I) 16D BRACE BRACE + CEILING ` TOENAILS VIEW GABLE STUD (4) 16D ++ TRULOX NAILS: 0.1205"X1.375" % TOENAILS �.y. S GABLE STUD SPACING TRULOX NAILS OR EQUAL. (4)- a.i2 "o NAILS PER MEMBER ARE REQUIRED ��-----�-I , 1 REV. Wl_B .10-6-94 ON EACH FACE OF EACH PLY. SEE (4) 16D TOIL OR BOTTOM REV. CLR 12-8-93 DRWG.L 142 FOR TRULOX INFORMATION. 2`I"o.t• MAX. SEE ABOVE 0 I_I ' TOENAILS CHORD OR GABLE REV.CLG10/10/8 TRUSS REV. CLG 9/15/89 e----------SPAN REQUIRED OF GABLE-----""1 REV. CLR 5-3-56 REV. CLG 8/29/8 L (i t) lx3 AIPT T(I Cr OR 13 WOQllLOC FURNISH MAY COPY OF iTHISFOR DESIGNTTO ERECT'IDIIOCONTRACTOH Sr SCALE = 0.375 , PLY. TYPE ALV IN tP - ---- `"`- DESIGN GRIT TPI IlEF STUDDED ALI.IHI; E"Ci11FEHIiO PIODUCTc IIC. 'IRU5�5 PEWLI11�£ ExTUE1•E CAAL _ o r� o o C, at7XJHPORTANTXX 6NILL NOT RE HEGPORGIULE r- l AIIYWARNING IN Ha11IL1UG, ERECTIOU INN PSF DATE OB/07/89 p p C� C� DEVIATION FRO/I 711EGE 6VECIFICAIIUIIS OR ANY UEVIAIIUN FNON UIIACINu.bFE NIB-91 `�I"� 1C1m TINjA TC LL 30.0 C� p L7 L� lNl6 DE6I GTI Oft JNY FAILURE 10 GUILD TIIE 7RL1G5 III CUI*URTUICE CU"`�"MAAY ANO DECO/Asp+OATlda6-�YPII . TC DL 15.0 PSF DPWG 876, 719 M/lli 111E "OUALIIY 67ANUM0 OGIUO• DY iPl. ALPINE CWU1iCTCNS THIB OE61FN FOR AOU]77oNAL 6VECl IL P_ + ©C DL 1 O 0 PSF {-IC—ENG GLG CI f� O O AUE MAIIUFACTUIIEO FAUN 20 GAUGE 6AI.VAIMEU 6IEEL U11.E6G NEAT FIIUCpIG PEOU177ETIEIIT6. U✓t.E68 I-1 011---__— DE A. 61 lDiktk lop Cl" SHALL BE rI A(PTrI_ yyPLyNILDIOlEC7UIISNEI000TIIEOUIIF►CE6FIA7nEAC J01H1AAIDLO446 GAEAS WIIN KiOPERLY AATTACIEUPLYI(00061IEA7DEC ��+,.2UV•\J TOT.LD. 55'o i3SF 0/A LEN. VARIES TRUSS n USIIN. BEAtLTN6 US CO ARE .' IININAL irAB6 RilERY151 GS OF AS Gp CHORE WITH RIGID CEILING T URACIH6 Walter P. Finn, P.E. DUR . FAC . 1.33 PITCH VARIES O /C6l 0E516N 51AN171R05 CONF [INN NI7H APCLICABLE PROVI6101I6 OF A8 6PECIFIEO CN DESIGN. 00 NOT WE iNlfi [� O 11HU5 llm WWI 001. UE616N WITH FIRE pETAPDIHT TIIEATEU LHIBIER. N0. 2'2839 SPACING SEE ABOVE TYPE CD(�IMQ�� a [-] LD ID [::) Q e--TPI -TRUSS PLATE 11M11 m, _ HU9 - 11171L1 L OE�1C�I 6PECIFIC1T1tY1 FOFI muoo Ccu15mUCT1on - — 11t TRUSS NDIE; TUTS QETAIL 'f0 pE USED HTT110A LpplNENCL05EQOpUILQING THIS TRUSS IS DESIGNED TO [TE USED U51N(i TIIE STANOA(10 BUILDING CODE (ig, I.IQTNG TO 11T. OR 1205),D�GSICINpWIND GOUEQATSI2pOMP1 II (pf1OWAf1Q ICUITIIONIIIIT, OR ASCE 7-00- T=1.05, CXI'.0 Itl 1:7 1=1 Icm �.J ALPINE 1�1 �[ 7IlUSS [� 24- N 3-iGci NAILS. Hx CONNECTION FOiI 4000 UP ON DOWN. U■nt1I Mtl/Ilm IlluliK till: _- - Jl.11l IlOIl01I4d YIrY01L 11. I1b. WApNTNG Oil 1111/1Llltl. 114C111/1 Jlll wk IMPOrITANTHR 4WL 1ni /L 1„YyM/11/II Id11111 j !1 nlt IL1 Ililts l tlW0 // IYI #Oft JMtl1 /lllr1 IO WlDl+�Mtl1 1�1tnrM111W►lUpP1I11,1UWI11[AUM ilk IIIIIIIA JIIN DWild Lw/Ilon!NI MIU[DIJIIIIlY,YUl(JOId 41JIL M[ IJIII/ILY IIJtl IlYltil• PvtJ tall{I1M1 1✓ 11/1 In 11 YIIII IVa1r1M ld milli YIIOrmt Illicit 4161U -1111Q •• 11l halt► No NaU/ ill{/rlil Incult oil II,OId' Oltlul Illllllwll It llUcl{/ W.rraMl u[lugla, /Duu11 ual (p/{tlW/ Y/0 a1101K1 111, 111 Y IN 111111111/M'1 11#1111 lltl/Ilcll UNlll II/ICY II I1M1 /'Anil" cv/aw Yl►rr►Iu1ll Ia1410111bU D► 101 t 11, YII 11l't I011o" ro1MIW / tu.l a 11111 111E Iw UII1 p/Ir11.G IYMI IU ID lid (11/'tl11U1 Ull"C"D 1/1►i ,1111w`Itl ll• lwn+ Iwl:ul+l rl.un/cllMl. III JutY. Sid J11111 141 IN I'll (lD I/'tlII III Jlil UIIIM 1, 1/ If.1111+1 1141 In0y1 IIMF, II/1A JAI UItOP GAIII.G 2411 Itt Vu REV 0-1-95 i5 I. 'IESIGI! CnCT:TPI nEF 2427-110111 IC LL OL 3010 PSF 15.0 PSF OAIC n0/1G(oU_______ Dnwr_fEG�_---- IC DEC 04 DC OL 10_0 PSF 55.0 PSF IIC-CNG .__.— O/A I.CN�'I-0"0 1OT.LDI _ i�ircii Walter P. Finn, P.E. OU(I FAC, i.�� —�lx('1' �0/j2 t-(iCTAfI.` No.22839 ;PACING 24.0" TYPE 1111PJACK OFTAII - I'YPIrAI 11M)ACKIKINGJACKI OP CHORD 2x4 SP #2 N OT CHORD 2x4 SP y2 N WEBS 2x4 SP #3 SOC UPLIFT MEAN WIND CHART DEAD LOCATION. HE WIT _SPEED LOAD 0.0' 9.83' 30 100 IV . 320#_: 370�[_. 30 100 15 250N 270 30 I l0 10 4809 _ 5490 30 l 0 15 330#_ 39091 ENCLOSED BUILDING, 30' MEAN HEIGHT MAX. AS_[ 7-93 UPLIFT CHART MEAN HEIGHT WINO SPEED DEAD LOAD LOCATION 0.0' 9.83' 30 110 10 600#_IjOO#_ ENCLOSED BUILDING. 1-1.D5. EXP. - C IIIIS I)41C. 11111 PAPI1) 1110H F.U111AIIII It 110411 (1 (JAIIS A 11111111SIONS) d,111-111111) IIY P11%% 1111I HIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITII 110 WEBS. DEFLECTION 14EETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 1N LIEU OF BEARING WALL. PROVIDE 3.16D TOENAILS OR PROVIDE A HANGER ON BOTTOM CHORD FOR 8190. Rl 1 W3X4 (A1) —2-9-15--� R-695 W-2.00' MINIMUM PLT TYP. Wave TPI-95 Design CrlLeria: TPi STD -•NARNING " IAOSStS afnUill ItININL CANT IM IAaNICA110h. NAM IkG. SNIPPING. INSTAII ING AID tlA AC Ih4. MtIIN lU Illb YI (OANO, 1M4 IN11 A111N4 ANO YMAC-I YG). YUUI"' bI IPl (INUSS PI Att I MSIIIU iI. SY7 O'urul MlO UM.. SUI 11 r00. HAD, SUN. NI A711S1. 10A SAI 111 Pa ACIICIS PRIOR to rf 1110NN116 I'll, IUNC110 M1. UYIISS OIUlAY15l IYOICAII U, IOr LYORO SNA11 NAIL Y1 orl N11 AIIA[Nl0 S IaUMIAI YA,111, aOIt ' C..ONu SN 111 NAtI AIR OIL All AI IACN111 RILIl1 LI II IY4. —I Hl'091AIII.. IURhI SAI A CUPI UI INl$ OISILM 10 IN( IY11AIt A110r COMla AC1U11. Al Plhl (1GIhl IN10 1.1311UCT1. IrC. SY All YDI at Rl1rUN11111 IOR ANV DIVIAIIUR IAOH THIS Dl S14M; Alit IAit UA1 10 YU IIu Ial IAUSSIS IY CUYI GRNAMCI M11N lYl: at Ila11CAIlYG. DANUIING. SMlrrlh6, IhSIAIIlh4 AND 7ALPINE al ACl16 Of IRUSSIS. lul$ Dl Sl4M COMIDA141 Y1111 Arrl IcAalf PROVISIONS of YDS (NAIIONAI DESIGN 1PICIl ICAl1ON Publijolo DI INI AHIalU1 IOAISI AND PAPIA ASSOCIA11Uh) AND IPI. Allltl Cull Nl CION$ AU MATH of POGA AM ALSS LIAO 4A11. still. WEPT AS hu11D. AH(1 CUNhICIDis 10 EACH IACI Ur 11M. ARU MISS 0111(ANlit IOCAIIO OR IRIS DESIGN. PuS1110N COhY1C10lS ►fs UNAYIYGS ILO A 1. lug SIAt ON )IAIS (1AAlIIYG IMDICAItS ACCIPIA11, DI PAUIISSIOYAI IYGlkllkl16 AI IItG �11 '111CCftli ProIIlIC11, IDc. AISPOYSIA II IIV Solil V IOA Urt Ia VSS CONIOYf YI DI SILY SImYM. IHI SUlcall ITT Ito USE 01 THIS P 6 _ . rnwrnW Yl (AN ah1 RAY 11f0 IN YI. 1A n1Yr. IS iNr al SrOY ils it 111 01 11A1 YUII DING UI SIGr(A, rill. AA TOP HAIR. BEARING 05tl h-'Y1 A BOTT014 NAIL REARING ALTERNATE HEARING WALL R-819# VI-2.00- MINIMUM 19.DO Fl- 10 3 R • L TC LI. 30 OR 20 PSF TC DL 15 OR 20 PSF BC OL 10 PSF DEC 0 4 K'i BC Ll_ 0 P S F Walter P. Finn, P.E. TOT.1.0. 55 OR 50 PSF No.22839 OUR.FAC. 1.33 OR 1,25 R1 AP II/18/99 1� Scale-.375"/ REF R081--40960 DATE 03/17/99 DRW w:nSRoul /990/6601 IIC-ENG JWC/AP SE011 - 16212 FR01.1 SFP JOB: JAIIFS H. .IitCl< 7' TOP (:HOAP 2X.1 SO. PT14F H2 !! Olt 20 12 11 OOT CHOW 2X-I SO. PINE- (12 U R) .NOTE: FOR.1'O` AND 3'0" JACK ALL LUMBER MAY BE #3 50. PINE. R14- ALL PLATF'=i AFIE TO ia_ CENTERED 014 THE JOINT, LEFT TO RIGII1' AND l OP 10 flUl TuH, FXCEPT MIEN l_DCA-I EII DY C111C1_E Oil DIMENSION. SEE (1Mt411•IG 130 FOR, "('I -ATE t_OCA11ONS ON TYPICAL JOINTS." ALL NAILS SlIFI:IFIEn ARE COMMON MIRE NAILS. dO WANE, rMOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN fill:-: PLATE CONTACT AREA OR SI'ARFEII AREA OF WEB IAEHHERS. + PROVIDE (3) -16D TOE -NAILS OR (3) -16D (0. 128"X3.0") GUN .NAILS AT TOP CHORD. ++PROVIDE (2) -16D TOENAILS OR (2) -16D (0. 12B"X3.0") GUN R15 NAILS AT BOTTOM CHORD. PROVIDI! UI'I_!l 1'CONNI CI'I[)NSA'I'111sr1121NGSAS INDICA'Pl?D lll'I.I1 1' 42DN 280ff _ UII(i LOC; O_.Q_0 7-0-0 UI'I.II 1' BASH) ON 10 PSI''F )'1'AI.I)I-AI) LOAD. WIN!) S14,11D= R5 IIt) Ivll'11. Nil!ANIIHI(ill'I'=3o1 l'. I:N('I,()SI?I) (sl1C) Rlo PROVIDIi 111'I.IU I'('ONNFC'Ii0NSA'1'lWARIN(iSAS IND1(.A11H). lll'I.11 t' : 3009 250#. MW LO(': O • 7' 0" UPLI 1' IIASIa) ON 15 I'SU'fMAI.DIzAD LOAD. WIND S1'1311.1)= 110 t4Pl t. MI1AN I II'A(il II'-30 1� I'. MCLOSHI). ( S11C) R7 IZ lu 1? PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDI( UPOLIFT: 2500 20011 BAG LOC: 0,00 7.00 R 1 100 MPH WIND. 30.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG WIND TOTAL OL -10.0 PSF. PLT TYP V11AVC_ L-) C] 1-: _I 1-1 C=.) f--' ALPYN 1 1 1 .'_I I_ 1 RLISS ` i_.1 1 UJ 1XI NOTE: JACKS UP TO AND INCLUDING 4'0" SPAN MAY HAVE AN B" CANTILEVER AT LEFT ENO. no NOTE: 2XdI N3 HEM -FIR 011 BETTER CONTINUOUS LATERAL DOTTOM 0.10111) DRA('TNG N 24" MAX. O.C. 11EOUIDED. ATTACH WITH 2-16d NAILS DRACING IS NOT 11EOUTAED 1F A MGM CEILING IS ATTACHrO DIRECTLY TO BOTTOM CHORD. FIRACING MATERIAL 10 HE SUPPI_II D AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPOPT 13Y ERECTION CONTRACTOR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED UPIGLIFT: 2001 200@ BRG LOC: 0.00 7.00 R l p 100 MPH WIND, 30.00 FT MEAN HGT. SBCCI. ENCLOSED BLDG WIND TOTAL DL-15.0PSF. C:tea 5-0-7 ��1 l I- 2_0--0_� ' TIIRU 1 -----7-U-t1 OVER w R-553d Wa 2 "MIN. Re353# W- 2. Mlh!: 11 TPT - 95 (R12) F0111RSH A COPY OF TIIIS DE516'1 TO f_RE(;T101J AtPIaE 411611UL111!8 PWllIL41:1, IIJC. IIUf Sf :? 11.0101; LIt OCIII• CAbE x-1 ] MPORTANT-X X SIW 1 Hill IIE 11ESPa16IlILE FOO uty WARN] NG III )Lure :Iw, wEctm u 1 ,xvw 111H rrJw mcia ,wc1:ivwt tilm Ci Olt Am IICVIA11011 Fill" a1.0 IIii.LLE H16-,Lt 11044, dw wlllill Ilul:im Illtti 11L.;1Lw 11.1 AM FAIJIMIE III 11111t11 1111: Illutili III C014-0II1AACF. Cau LIJIAIIY Mill IYi.:I.lIII 1111AItlA I�-•11'll . Milli IIIE "IuIALIIY SIAIIIIAI111 USIwU' OV III). AI.PIIUi CC11tfUtIIS 1111E IIESIGN full AIMII11aILAL Sr•.CI II. I-AIIA t Alll: AA110FAC1IUtlll II10111 :0 IiAOUL I;11.VAIII%111 SlCtl. 11tL1:UU OVIll tUlAG1110 14AXIIII0111JOI. IA114liG 011014.41k nc otllfri'll:ll: U1101wi. PFLN1111 IYiUn 11111U'1115 III ASIH A446 GIIAIVi A. SIMML IIVI CIY11111 SIIAII. 111; iAIIIILLI.Y PIIAt}L 1 r%7-C Q 4 AI'ItY CIWIIIIE11101 111 110111 (A17.5 Al EACH .U11111 Atli) tMAIC AS Willi I'IUIIIUI.Y AIIACIRU IIAWIIIUI :i AIIIU111, I `i' 111101u1. IWAIIiII, 1111111Iti Alit 4' III)IIIIIAI IUU 1 S:1 UUU IIN117: 5111141. 110111111 CIUYUI Willi 11111111 CI. 11.11111 lUl IlIll lhf.IlUI Walter P. Finn, P.E. 111; tall ni'm "I''; I:UIU Iwwt Willi AI44 11:A111 E 1'IUIVIS1111k; 111 A} 1. ixil lilt 1➢1 IA 5114I IIa Hilt wl: 1III1... No. 22839 .WI:I Alai •IPI 11101. UIUIUU WIIII 1lilt 1Y 1A111uI1 lilt A111111uaU111. ALTERNATE LOADING: TIC ILL 20.0 PSF TC DL 20.0 PSF BC DL 10.0 P4E TOT .1-I]5tl 0 PSF DIJA.__EAI.�i.�� - At, SPACING 24.0" R > 3 !? l� �V gage �12 QI=u VG 2 26-q8 Ril iz�V. AP 11 D'to 12611 FL A, IC)-1.3 -977 �{ 9 Rl: v. fe E 7/13/94 Ise A� of,')� l�j�? 9-77 kP . RG ,f4P Ri: V e-h4 f gA- tiv �.Qdlr (rE' �VAiJ 11 I.g'I 9 rj R4 REVISED TCE 4/12/93 R3 REVISED FED 12/4/92 R15APQ9v 51i10yi8 R1 REVISED FED 2/4/92 R2 REVISED WLB 12/3/92 REVISED WPF 1 /11/91 Rev FED lz/7/90 `'`1 Iif:V i5.9.2 SI, t f_ .3 DESIGN CRIT:TPI REF 57512-ROB1 TC 1.1_ Tc DL Bc DI_ T01 A.D. 30.0 15 .0 10.0 55 .0 PSF PSF- PSF PSF DATE 01/04/90 DRWG 1,1511, 677 FL-ENG FED 0/A I.EN. 7-0-0 nuR.FAC. _ ii .33 PTT_CII G_.0/12 ff 0 o r� a Cl o 0 0 o-STMNDRRD- r C� C7 nLP I N-- E O l� [=3 c S U �Vx ci CATS 2-0-0 PARTIAL FRAMING PLAN ROOF PITCH CAT LENGTH 1.5 2-8-0 2.0 2-8-1 2.5 2-8-3 3.0 2-8-5 3.5 2-8-8 4.0 2-8-11 9.5 2-8-15 5.0 2-9-3 5.5 2-9-8 6.0 2-9-12 6.5 2-10-1 7.0 2-10-7 7.5 2--10-13 8.0 2-11-3 CUTTING PRO,GEDURE I Set saw blade @ 450 from vertical I -I Rotate saw blade to angle corresponding to the PITCH on 17 DEC 0 A. W . F -wi, P.E. No. 22839 REPINE ENGINEEREO PROOUCTSIINC.. P.L. BOX 2225 POMPRNO BERCHIFLORIOR 33061 305--781-3333 A113 11/10/76. (40858-M37 2879A,B,D - FT5GE ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4X2 SP #3 REFER TO DRAWING 657.275 OR 657,275B FOR GABLE DETAILS NOTE: CONNECT BOTTOM CHORD FOR 200 PLF UPLIFT ALONG 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 ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16d NAILS EACH END. W2.5X4 = W1X4(R) 0-7-0 W1X4(R) W3X4 _ W1.5X4 III R=503 PLF W=19-2-8 1111S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SOOMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 500 PLF at 0.00 to 500 PLF at 18.96 BC From 10 PLF at -0.12 to 10 PLF at 19.08 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W1.5X4 III W1.5X4 III W1.5X4 III W1.5X4 III W1.5X4 III W1.5X4 III W2.5X4 = W2.5X4 III W1X4(R) T 0-7-0 1-4-0 8-0-0 W1.5X4 pl W1.5X4 01 W3X4 = W1.5X4 III W1.5X4 III 19-2-8 Over Continuous Suppor Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SO3 D'ONOf R10 DR- SUITE 200. HAD I SON, WI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. x'IHPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC'. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ALPINE 84 AG ING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICATI0. PUBLISHED BY THI AMEN ICAR-EDREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HARE Of.2OGA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 7EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Pro ducts, Inc. RESPONSIOILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS T 21.9i City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER y ANSI/TP1 1-1445 Cif T 1lIN 9 W1X4 (R) _ 19.Ob2 AK 2 - E - - Scale —.375" Ft. 1 C 4 IX Walter P.Finn, P.17, No. 22839 _._TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC. SPACING 40.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF 1.00 SEE ABOVE REF R081--80172 DATE 10/30/00 DRW HCUSROBI 00304363 MC-ENG MCL/AP SEQN - 2315 FROM TJC (40858-M37 2879A,B,D - FT4 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1,5" Typ; W4X6 1404 W1X4 (R) 0-7-0 W1X4(R) THIS 014G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO IIIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 13.25" 0-6-0 W2.5X4 = PRO VAN -10 111 V, 1hWmA mi 1I..__._..—— W2X4 III W—HS2512 = W1.5X4 III �E 19-7-4 Over 2 Supports ,I R-1068 W=7.25" R-1063 W-4" Note: All Plates Are W3X4 Except As Shown. PLT TYP. High Strength,Wave TPI-95\R Design Criteria: TPI(ST( **WARNING— TRUSSES REQUIRE EYTREHE CARE,IH FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, 00LEON CHORD SO ALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURN1511 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 19 CONFORMANCE WITH I 1: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ALPINE BRACIUG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (HATIOUAL DESIGN SPECIFICATION POOL] SIZED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIH A663 GR40 GALV.- STEEL, EXCEPT AS NOTED, APPLY CONNECTORS 10 EACH FACE OF TRUSS, AND UNLESS 01NERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RE SPOUSE BILI TY SOLELY FOR THE TRU55 COMPONENT DE S16N SHOWN. THE SUITABILITY AND USE OF THIS Halms ('.ilv FT. 31844 CONPONF NT FOR ANY PERT IF11119 RUn OTWG IS TIIF RFSPONSTRTI ITY OF IHF RIIILOIWG DFSIGNFW -PFR . .. 1 DEC p 4 '2n Walter P. Finn, P.E No. 22839 HI 1/-/-/E/-/- 0-10-8 y_ TC LL 40.0 PSF TC DL 10.0 PSF - PC DL 5.0 PSF 18C LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00^^ 1-4-0 -L 8-0-0 OP Scale—.375"/Ft. REF R081--49385 DATE 08/03/01 DRW IICUSRO81 01215069 HC-ENG VB/JWC. SEON - 1245 FROM wds (40858-M37 2879A,B4O - FT4A TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS I REFER TO IIIB-91 FOR ADDITIONAL_ BRACING REOLIIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. NO CONCENTRATED LOAD IS TO BE SUPPORTED BY CANTILEVER- 1— 10-6-0 }13"1— 9.-3-0 5t1-9-01 15" Typ. W3X4 - W=W2.5X4 = W1.5X4 III = W1.5X�111X 4 (R) WiX4 (R) =W4X6 - W4X4 = W3X4 = W06 = W4X10 = W3X4= W2.5X4 = W3X4 = W3X4 = _ T 0 7-0 0-10-8 1-4-0 PZ WM (R) = W4X4 = W3X4 = W2.5X4 W3X4 = W4X6 = W06 = 412.5X4 W2X4 III W4X6 = W1.5X4 III W2X4 III W3X4 W1.5X4 III W3X4 = W=HS2512 = 3-0-0 Over 2 Supports R-1061 W=7.25" L-3-6-0--j R-1470 W=4" Note: All Plates Are W3X4.Except As Shown. PLT TYP. High Strength.Wave TPI=95 R Design Criteria: TPI STD —WARNING-- TRUSSES REQUIRE EYTREHE CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BNACIN6. REFER TO HIB-91 (HANM LNG INSTALLING AND BRACING), PUBLISHED BY.TPI (TRUSS PLATE IHSTITUTE, 'a3 O.OHOFRI0 00— SUITE 200, MAO]SON' YT 53719), FOR SAf ETY PA ACT ICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOPCHORD S11 ALL HApE PROPERLY ATTACHED ACMfO 5TROCTURAL PANELS, BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODOCT5, INC. 5H All LL MOT BE RE5PON 5tBLE fall ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO UUILO THE TRUSSES IN CtlNFOANANCE UITN TD 1; A?A�AltiT LNG, IIANDLIN 6, $HTPP LNG, INSTALLING AND 7 ALPINE BRACING OF I USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653-GR40 GALV. STEEL, EYCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON 1111S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine !,nginecred Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPOYENT OESIGN SHOWN. THE SUITABILITY AUD USE OF THIS HBtIIYS City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILOItlG IS THE 0.ESPONSIBILI I OF THE BUILDING DES16HER, PER 'J> aYC11T P7 1-1R05 frr T10Y 2 19,Ob2 AK 2 - - E - TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF 0 4 MW BC LL 0.0 PSF 7 TOT.LD. 55.0 PSF Walter P. Finn, P.E. No.22839 DUR.FAC. 1.00 . ... SPACING SEE ABOVE Scale=.25"/Ft. REF 11081--80170 DATE 10/30/00 DRW IICUSR001 00304361 HC-ENG MCL/AP SEON - 2312 FROM TJC (408581.137 2879A , B , D - FT2 ) TOP CHORD 4x2 SP #2 N BOT CHORD 02 SP #2 N :B2 4x2 SP 2400f-2.OE: WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED RY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL_ BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. * NEGATIVE REACTIONS) OF -6211 MAX. (SEE BELOW) FROM A NON -WIND LOAD CASE REQUIRES UPLIFT CONNECTION. ! 10-6-0 16.68EP 9-3-1 2.�1-9-01 15`�Tyl W2 , 5X4 = W1 .5X4 III W=W2.5X4 - W1X4(R) W1X4 (R) = W4X4 = W2.5X4 = W2.5X4 = W3X4 W3X4 = W4X6 = W4X10 = 0X6 = W4X6 = W1.5X4 III T 1-4-0 D-7-0 o-10-s}8-o-o Y B2 W1X4(R) = W4X4 = W2.5X4 = W2.5X4 = W3X4 = W4X6 = W4X6 = W4X4 W2X4 III W4X6= W=HS2510 Bi� W1.5X4 III W2-5X4 III W3X4= r R=8/-622 W=4" W1.5X4 III W3X4 = 19-5-8 =� 23-1-4 Over 3 Supports R=979 W=7.25" R=2020 W=3.5" PLT TYP. High Strength,Wave.TPI-95 R Design Criteria:-TPI(STD) 19- b2 AK 2 - - E - Scale =•25" Ft. **MANNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, 6HTPPIN6, INSTALLING AND T C L L 40 P S F R E F R 0 8 1-- 8 0 1 4 1 BRACING, REFER TO "18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP.1 (TRUSS PLATE '. .0 DATE 1 0 / 3 0 / 0 0 INS111UTE, 583 O'ONOFRIO DR., SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES.PRIOR TO THESE T C D L 10. 0 P S F PERFORMING FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED -RIGID CEILING. *• IMPORT ANT`* . FURNISII A COPY OF IN IS DES16N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 8 C D L 5.0 PS D R W NCUSROBI 003D4358 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO RU ILO THE TRUSSES IN CONFORMANCE NITll 1P1; OR FABRICATING, NAHDLIN6, S"IPP IB6, INSTALLING AND DEC 0 4 B C L L 0. O P S F H C- E N G M C L/ WM R ALPINE OR ACING OF TRUSSES. TIIIS OESI6N CONFORMS NIT" APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SEQN - 15996 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCTAIION) AN0 TP I. ALPINE - TOT.LD. 55.0 PSF CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT A$ NOTED. APPLY CONNECTORS TO WalterP. Finn, P.E. DNR.FAC. 1.00 FROM TJC Alpine Engineered Products, Inc. Iiaige5 City, FL 33844 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAVINGS 160 A-). THE SEAL ON 1111S BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COHP OMEN T,FOR^'HY PTe TIC11l AR BUILDING IS THE RESPONSIBILITY Of iMf BUILDING DESIGNER, PER No.22839 S P A C i N G 2 4 . 0 " , (40858-M37 2879A,B,D - FT3 ) TOP CHORD 4x2 SP #1 Dense J 3 4x2 SP #2 N: BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP 2400f-2.OE: WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. THIS D146 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO IIIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.57" DL: 0.21" TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ��s !- 10-6-0 -124.75" 1- -10-6-8 15" Typ. W3X4 = W-W3X4 = W4X4 = W4X6 = W6X6 =— W1X4(R) W4X6 = W4X4 W2.5X4 = W2.5X4 = W2.5X4 = W3X4 = W4X8 T3 0-3-0-�-9-1-0 _{. 0 7-0F 1-4-0 NZN 8-0-0 82 Y W1X4(R) = W4X6 = W4X4 = W2.5X41.5 = W4X4 W4X6 = W4X8 WX4111 W1.5X4III W2X4 III W4X8 = W1.5X4 III W=HS2514 142.5X4 = 3-1-4 Over 2 Support R=1271 W=7.25" PLT TYP. High Strength,Wave TPI-95 R Design Criteria: TPI(STD _ WARNING •" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITOTE. So D'ONOFRIO Oft., SUITE 200, MAO I SON, YI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL itEPROPERLY ATTACHED STRUCTURAL PANELS, BOTT OH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT^ FURNISH A COPY OF THTS DES 16N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY fAtL URE TO BUILD THE TRUSSES IN CONFORMANCE RI IN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF IRUSSEi. TILLS DESIGN CONFORMS WITH APPLICABLE PROV IS 10N5 OF NDS (NATIONAL BE LGH SPECIFICATION PUBLISHED BY THE AVER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HAOE Of 20GA ASTH A653 6R40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWIRGS 160 A-Z. 1HE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Haines City, FL 33844 Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI1TPf 1-199. SECTION 2. 0-3-8 R=1258 W-3" 19.Ob2 P" -. WX®4 � c Walter P. Finn, P.E. No. 22839 AK/2/-/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" F-m Scale-.25"/Ft. REF R081--80169 DATE 10/30/00 D R W HCUSROBI 00304360 HC-ENG VB/AP SEQN - 16025 FROM TJC 40858-M37 2879A,B,D - FG03 ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2.N WEBS 2x4 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 1230 PLF at 0.00 to 1230 PLF at 4.00 BC From lO.PLF at 0.00 to 10 PLF at 4.00 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W3X8 = W2.5X4 III W3X8 = 1 1-0 1-1-0 aoo W3X12 W1.5X4 III W1.5X4 III 4-0-0 Over 2 Supports R-2480 W=4" R=2480 14=4" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2.Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nalls) TOP CHORD: 1 ROW @ 2" O.C. BOT CHORD: 1 ROW @ 12" o.c, WEBS : 1 ROW @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. PLT TYP. Wave TPI- 95 R Design Criteria: TPI(STD `*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. ItEFER TO NIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 �'OHOf R10 DR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL -PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT'- FBRHISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONE ORNANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND. AL P I N E BRACING OF TRUSSES. THIS DESIGN CONED MS WITH APPLICABLE PROV IS[OHS OF NDS (NATIONAL BE SIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE.HAOE OF 206A ASTH A653 G940 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Prodnets Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1lalnes City. FL 33844 COMPONENT FOR^ANY'PARTICUL AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 19.Ob2 AK/2/-/-/El Scale 04 Zi Walter P.Finn, P.E., No.22839 TC LL TC DL BC DL BC LL TOT.LD. 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF 11081--80140 DATE 10/30/00 DRW HCUSR081 00304357 HC-ENG MCL/AP SEQN - 16018 DUR.FAC. 1.00 FROM TJC SPACING SEE ABOVE (40858-M37 2879A,B,D - F11 ) TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP 2400f-2.GE: WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 15" Typ. W1X4 (R) im W4X8 0-7-0 W1X4(R) W2X4 III 10-6-0 25.25" W3X4 W4X6 = W4X4 = W4X6= W4X4= W4X8= W2.5X4 = W3X4 = W—W3X4 W2.5X4 TITIS DI'IG PREPARED FROM COMPUTER INPIIT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 10-6-0 W1X4(R) W4X4 = W4X6 = W4X8 = .11.— — W04= W1.5X4III W1.5X4111 W=HS2514 = W2.5X4 = 23-1-4 Over 2 Support R-1261 W=7.25" W4X8 = W2.5X4 = R=1256 W=4" 0-10-8 +8-0-0 PLT TYP. High Strength,Wave TPI-95 R Design Criteria: TPI STD 19.00 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IN STITIITE, 583 O'OHOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDlC ATED, TOP CM 00.0 SHALL IIAYE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT*' FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN U 4 2ttp SPECIFICATION PUBLISHED BY THE AME 0.ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Walter P'.TTn111, P.E. DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. NO SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS No. 2283 9 Haines City, FL 33844 COMPOHENT FO0..cNY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" T 1-4-0 PH Scale=.2511/Ft. REF R081--80391 DATE 10/30/00 D R W HCUSRO81 00304345 HC-ENG MCL/MMA SEQN - 2408 FROM TJC (40858-M37 2879A,B,D - FTGE ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 REFER TO DRAWING 657,275 OR 657,275E FOR GABLE DETAILS NOTE: CONNECT BOTTOM CHORD FOR 300 PLF UPLIFT ALONG 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 ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16d NAILS EACH END. W1X4(R) 0-7-0 W1X4( THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. SPECIAL LOADS ------(LUMBER OUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) TC From 600 PLF at 0.00 to 600 PLF at 22.73 BC From 10 PLF at -0.12 to 10 PLF at 22.85 DEFLECTION MEETS 1-/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W2X4III W1X4(R) = 0-7-0 W2X4 III W2X4III W4X4= W1.5X4 III W1.5X4 III W1.5X4 III W1.5X4III W1.5X4 III W3X4= W1.5X4 III W1.5X4 III W1.5X4 III W1X4(R) W=W2.5X4 = W=W2.5X4 = 22-11-12 Over Continuous Support R=603 PLF W=22-11-12 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI- 95 R Design Criteria: TPI STD ';WARNING. - TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO RIB 9] (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OIIOFft 10 DR., SUITE 200, NADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER Ni SE INDICATED, TOP CHORD SHALL NAVE PROPERLY AT7ACIIED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *`IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITS TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING DF TRUSSES. TN l5 DESIGx CONFORMS WIT APPLICABLE PROVISIONS OF NO (NATIONAL OE S16N SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIR A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Reines Ciiy, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSiB ILITY OF THE 001LDING DESIGNER, PER t YC11T- 1.1- q'ITill. 2 19.Ob2 XC 4, Walter P. Finn, P.E. No. 22839 V T 1-4-0 B-0-0 -L �,d AK 2 - - E - - Scale =.25" Ft. TC LL TC DL BC DL BC LL TOT.LD. 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R081--80168 DATE 10/30/00 DRW HCUSR081 00304369 HC-ENG MCL/AP SEQN - 2296 DUR.FAC. 1.00 FROM TJC SPACING SEE ABOVE (40858-M37 2879A,B,D - BGE ) TOP CHORD 2x4 SP #2 N HOT CHORD 2x4 SP.#2 N WEBS 2x4 SP #3 :Wl 2x4 SP #2 N: THE BUILDING DESIGNER ISRESPONSIBLEFOR 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. CONNECTION AND DESIGN OF.THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING NOTE: GABLE TRU W2X4(A1) U=120 PLF W=16-9-8 t-o-o ---16-9-8 Over Continuous Support THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WkND PRESSURE. Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD "HARMING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BIN-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY III (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO OR., SUITE 200, MAD ISO", NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING TIIE SE FUNCTIONS. UNLESS OTHER H ISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, 80TTOM CHORD SHALL HAVE A PROPERLY ATTACHED R16i0 CEIL IN6. "IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FNOM THIS BE SIGN; ANY fAIIURE i0 BUILD TIIE TRUSSES IN CONFORMANCE HITH TPI{ OR FAORICAT ING, HANDLING, SM IPPiNG, INSTALL IN6 AND A L P I N F BRACING Of TRUSSES. THIS DESIGN CONFORMS NIT11 APPLICABLE PROV ISTOMS Of NDS (NATIONAL OE SIGN SPECIFICATION PUOLISHCO OY THE AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - CONNECTORS ARE HAOL Of 206A A51H A653 fiR40 OALY: SfffL; fIGfrl AS NUlfO, APPLT 6URRfGTURi IQ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc_ RE SP0NS 18 1111 Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BU [LOING DESIGNER. PER L RCI ITPI 1-IOR4 CCf T1Ou > 19.Ob2 qtC)4 zu Waiter P. Finn,'P.R., No. 22839 AK/2/-/-/E TC L.L. 20.0 PSF TC DL 7.0 PSF PC DL 10.0 PSF 8C LL 0.0 PSF TQT16QE 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 0 Scale=.25"/Ft. REF R081--80129 DATE 10/30/00 DR W HCUSR081 003043SI HC-ENG MCL/AP SEQN - 2418 FROM TJC (40858-M37 2879A,B,D - B1 ) TOP CHORD 2x4 SP #1 Dense BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 17.83 BC From 4 PLF at -1.00 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 17.08 BC From 0 PLF at 17.08 to 0 PLF at 17.13 BC From 4 PLF at 17.13 to 4 PLF at 17.83 HPR- 855 LB Conc. Load at (16.73,17.47) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5 W4X4(F1) 1-0-0 6 F- 3 W2X4 III (A) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A'SUITABLE SUPPORT BY ERECTION CONTRACTOR, W2X4 III W04 o-:0-8-8 J 17-1-0 Over 2 Supports R=707 U=280 W=B" 0-3-15 +17-5-4 R-1514 U=590 W=3" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 O'OHOFRIO Ofl., SUITE 200, MADISON. NI 53J 11), FOR SAFETY PRACTICES PRf OR TO PE RF00.MIWG THESE FUNC7YON5. UNLESS OTRE0.W [SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL A. A PROPERLY ATTACHED RIG IO CEILING. **IHPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILIIRE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN 7 SPECIf IC AT 100 PUBLISHED D THE AHERICAR EOAEST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS IRE MADE Of IOU AW AW 010 GALY, ST€€6, fYy[fj AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON TNIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Reines City, FL .33844 COMPONENT FOR ANY PARTICULAR ROIL OfNG IS THE RESPONSIBILITY OF TIIE BUILDING DESIGNER, PER I WC1 /T 01 1 1B 4 C[f TINY 9 19.Ob2 JC) 4 aw Walter P. Finn, F.E, No. 22839 AK/2/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0-0 PSF TOT.LD. 37.0 PSF b\ 0 Scale=.2511/Ft. REF RO81--80127 DATE 10/30/00 DRW IICLISR081 003043SO HC-ENG MCL/WMR SEON - 2416 DUR.FAC. 1.25 1 FROM TJC SPACING SEE ABOVE (49132-P72 2897E - CGI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 BOSTON HIP SUPPORTS 3-0-0 JACKS TO BC. TC SUPPORTS 1-0-0 OVERHANG. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. * MEMBER TO BE LATERALLY BRACED TO TOP CHORD OF JACKS SPACED 2'0" O.C. AND STRUCTURAL SHEATHING IN FRONT. W2X4( W4X4 - 110 MPH WIND, 11.89 FT 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. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1-0-0 1, 5-8-0 L 1-1 11-2-0 I 8-0-11 1J T 1-4-3 _L 9-0-0 1'25� 20-4-0 Over Continuous Support 1 R=153 PLF W=14-8-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.5b HI 1 - E - - Scale "*WARNING** FTRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20 .0 P S F R E F R 0 8 1 BRACING. REER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD ISON, NI 63719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7. 0 P S F DATE 0 8/ 0 6/ 0 1 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '- —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSRO81 01218241 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L O.0 P S F FIC - E N G V B / W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONF OR NS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Q .xyp SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. At V�A7 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T O T. L D. 3 7. O P S F S E O N - 11819 EACH FACE OF TRUSS. AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER - DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finn, P.E. D U R . F A C . 1.2 5 FROM w d s Alpine Engineered Products, Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS No2283 9 Haines City, FL . 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING S E E A B 0 V E FL Certificate of Authorization # 567 ANSI/TPI 1-1995 SECTION 2. (49132-P72 2897E - C2 ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 = W2X4(Al) - W4.14 W4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 4� T 1-4-3 —L 9-0-0 1-0-0 - 1, 5-8-0� 11-2-0 9-2-0 7-4-0 1 6-8-0 6-4-0 20-4-0 Over 2 Supports J R=527 U=357 W=8" R=1032 U=545 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.5b HI 1 - E - - Scale m.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F R 0 8 1-- 5 4 4 3 7 BRACING. REFER TO HIB-91 (IIANOL11G INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 11 00IRTO DR,. SUITE 200. MADI SON, WI 1371'), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED T C DL 7.0 P S F DATE 0 8/ 0 6/ 0 1 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 1 0.0 P S F D R W HCUSR081 01218243 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH II: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND - - B C L L 0.0 P S F H C- E N G V B/ W P F BY THE AMERICAN FOREST AN ALPINE BRACING OF TRUSSES. TRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN mC o 4 SPECIFICATION PUBLISHED D PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO - TOT . L D . 37. 0 P S F S E Q N - 11808 EA CM FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finn, P.E.: D U R . F AC . 1.2 5 FROM w d s Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. 2283 9 SPACING 2 4.0 " FL Certificate ofAuthorization N567 ANSI/TPI 1-1995 SECTION 2. (49132-P72 2897E - AG7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BOSTON HIP SUPPORTS 2-4-0 JACKS TO BC. TC SUPPORTS 0-0-0 OVERHANG. 'DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 - W4X4(A2) = W4X4 = W3X8 W4X4 = = 110 MPH WIND, 19.95 FT 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. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 2) 17-4-12 1-0-0 I 0�-0 9-10-0 I 7-4-11 1 2-5-5 I 19-8-0 Over 2 Supports =� R=750 W=4" R-750 U=20 W=4" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1.9.5b HI 1 - E - Scale =.25" **WARNING*A TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20,0 P S F R E F R 0 8 1-- 5 4 4 3 9 BRACING. REFER TO HIB-91 (HANOLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE - INSTI7UIE. 6B3 O'ONOf 0.i0 D0... SUITE 200. MAD ISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO P ERF ORM[NG TH ESE- FUNCTIONS. UNLESS OT HERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F D AT E 0 8 / 0 6 / 0 1 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 0.7GID CEILING. - *"IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t BC DL 10. 0 P S F D R W HCUSROBI 01216240 PRODUCTS. INC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO UUILU THE TRUSSES IN GONPOHMANGE WITH TPI; ON PAHNI6ATIHG, HANDLING, SHIPPING, INSTALLING ANG BC LL 0.0 PSF NC ENG UBJWPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN L) 4 c SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T . L D . 3 7.0 PSF S E O N - 11828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Walter P. Finn, P.E. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1 . 2 5 FROM w d s Alpine Engineered Products,IRC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS No. 2283 9 Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING S E E ABOVE FL Certificate of Authorization 9 567 1 ANSI/TPI 1-1995 SECTION 2. (49132-P72 2897E - FGD TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 T2 2x4 SP 2400f-2.OE: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1,25) TC From 27 PLF at 0.00 to 27 PLF at 2.00 TC From 732 PLF at 2.00 to 732 PLF at 20.42 BC From 20 PLF at 0.00 to 20 PLF at 20.42 END VERTICALS NOT EXPOSED TO WIND. CALCULATED HORIZONTAL DEFLECTION IS 0.41" DUE TO LIVE LOAD AND 0.11" DUE TO DEAD LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. (A) (2) SCAB BRACES; SAME SIZE AND GRADE AS WEB MEMBER. LENGTH TO BE MIN. 80% OF WEB LENGTH. ATTACH WITH 16d NAILS @ 4"O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. T 2-11-11 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 5" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 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. WARNING: FURNISH A COPY OF THIS DWG TO THE'INSTALVATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W4X4 = W4X6 = W2X4 III W4X4 = W6X6 - W4X4 T2 r i r Z W04 W4X4 = W4X4 (R) III W8X8 = W4X4 Id2X4 III (A 5-4-12 W4X4 W4X4 = W2X4 III W4X6 = R=3242 U=1694 W=3.5" R=8202 U=4285 W=3.5" W4X4 = W4X4 3-0-0 *8-0-0 W4X4 W2X4 III R=2544 U-1329 W=3.5" R-168 U=180 W=3.5" 8-6-0 2-0-0 18-5-0 _1 12-3-8- 1 18-1-8 20-5-0 Over 4 Supports �I 0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.5b FII 1 - E - Scale —.25" FL,. ALPINE Alpine Engineered Haines City, FL Certificate of Authorization Products, FL 33844 Inc. # 567 —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0IDIRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —I MPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCT5. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITN TPI: 00. FABRI[AT1NG. IIANOLSNC, SNIPPING. INSTALLING AND DRACINO OF TRUSSES. THIS DESIGN CONFORMS MI IH AFFI.1011U PNOYISIQNi 4f M95 (9gTI4Na6 DESIGN SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GA IVSTEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIJTPI 1 1995 SECTION 2. - r Walter P. Finn, P.E. No. 2283 9 T C L L T C D L BC DL o B C L L TOT . L D. 20.0 7.0 1 0 .-0 0. 37.0 P S F P S F P S F 0 P S F P S F R E F R 0 8 1-- 5 4 4 3 6 DATE 08 / 0 6 / 0 1 D R W HCUSR081 01218242 H C- E N G V B W P F / S E Q N - 11840 D U R . F A C . 1.25 FROM w d s SPACING S E E ABOVE (40858-M37 2879A,B,D - AGE1 ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #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 OF THE BUILDING DESIGNER. NOTE: GABLE TRUSS SUPPORTS 12.0" MAX. RAKE OVERHANG. 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. W04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6 r —1 6 17-4-12 W5X5 = W2X4(A1) = W2X4(A1) = 1-0-0 9-10- R-110 PLF W=7-0-0 -10-0 19-8-0 Over 2 Supports R=114 PLF W-7-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI- 95 R Design Criteria: TPI STD **WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR., SUITE 200, HADISON. Wf 13119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACMEO RIG IO CEILING. `i-IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIf ICAT 1011 PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HAD OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Aline En ' eered Products, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P eEngineer.FI, 33841 COMPONENT FORn AN1 PARTICULAR BUILDING 1 5 1HE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 1-0-0 19.Ob2 0 4 2% Walter F. Finn, V.E. No. 22839 AK12/-/-/E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF 8C LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 033 Scale REF RO81--80126 DATE 10/30/00 DRW IJCUSR081 00304362 HC-ENG VB/AP SEQN - 2414 FROM TJC (40858-M37 2879A,B,D - A3 ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W04 (A2) R=776 U=390 W=4" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DTHENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 20.39 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 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. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W6X8(R) III ROOF LINE W04 —T6 6 F— \ 0-4-7 k-17-4-12 W5X5 = W4X4 = W2X4(A1) 11-7-4 3-2-0 Over 2 Support L---3-6-0 11-6- R-997 U=460 W=4" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI- 95 R Design Criteria: TPI STD —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO file -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRlO 1) SUITE 200, MADISON, YI 11111), FOR SAFETY PRACTICES PRIOR TO 11Rf0RMIMG THESE FUNCTIONS. UNLESS OTIIER;1 SE INDICATED, TOP CHORD SHALL "AYE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT RIGID CEILING. *"IMPORTANT** FU0.NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR0H THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRAC IN6 OF TRUSSES. THIS OT1IE SI GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIf (CATION POOL (SHED BY E ANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 6R 40 GAL.Y. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered PTOdUCTS, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hamel Citv. FL 33844 COMPONENT FOR^ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 19.0b2 P - 4 Zn__ . Walter P. Finn, P.E. No. 22839 AK/2/-/-/E/-/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" P 021 Scale=.25"/Ft. REF R081--80064 DATE 10/30/00 D R W HCUSR081 00304346 HC-ENG MCL/WMR SEQN - 16031 FROM TJC (40858-M37 2879A,B,D - Al TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 (A2) 1-0-0 R=917 U=440 W=4" -7- W04 im 3-2-0 Over 2 Support THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 20.39 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 11-6- PLT TYP. Wave TPI- 95 R Design Criteria: TPI STD —WARNING— TRUSSES REQUIRE ETTREHE CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESI6H TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WI1II TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRANIHGS 160 A-l. THE SEAL ON THIS DRAHING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Reines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER L YCI ITDI 1-1905 Cif TIIIY 9 0-4-7 �17-4-12 R=855 U-380 W-4" 19.Ob2 WC o 4 20 Walter P. Finn, P.�' No. 22839 AK/2/-/-/E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0'' P� S Scale—.25''/Ft. REF RO81--80029 DATE 10/30/00 D R W HCUSR081 00304342 HC-ENG MCL/MMA SEON - 16029 FROM TJC (40858-M37 2879A,B4O - A4 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X6-- W06sr- W4X4(A2) = W4X4 1-0-0 �r 1-2-8 I_ 11-0-0 _i_ _1_ 23-2-0 Over 2 Supports R=913 U=500 W=3.5" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 20.24 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 10-11-8 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD --WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 11111-91 (HANOLI"G INSTALLING AND BRACING), PURL ISN ED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADI5 H. tll 53719), FO0. SAFETY PRACTICES PH IOR TO PE RF ORHIN6 THESE FUNCTIONS. UNLESS OTNERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOT10H CHORD SN ALL NAVE A PROPERLY ATTACHED RIGID CEILING. `"IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION C0NTRACTOR. ALPINE ENGINEERED PH0DUCTS , INC. SHALL NOT BE AESPON SI BLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL EIIGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OES16N SHOWN. THE SUITABILITY AND USE OF TNTS Haines City, FL 33844 C'NPONE NT FDR AMY PARTICULAR BU RDIN6 IS THE RE SPONSIBTLITY OF THE BUTLDIN6 DE SIGNEA, PER CuCl /TDl 1.1905 GFf TIN 0-4-7 -7- 4-12 R=855 U=420 W=4" 19.Ob2 1 '4 ZU Walter P. Finn, P.E. No. 22839 AK/2/-/-/E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUL FAC. 1.25 SPACING 24.0" Scale-.25"/Ft. REF R081--80123 DATE 10/30/00 DRW HCUSRO81 00304347 HC-ENG MCL/WMR SEQN - 2338 FROM TJC (40858-M37 2879A,B,D - A5 ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X6 = W 4 X 6 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 19.74 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8:50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2X4 W2X4 6 f 6 0-4-7 +17-4-12 W5X5 = W3X8 = W4X4(A2) W4X4(A2) 1-0-0 9-0-0 I 5-2-8 I 8-11-8 J 3-2-0 Over 2 Support R=913 U-490 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITOIE, 563 D'ONOFRIO DR., SUITE ZOO. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PCRFORNING THESE FUNCTIONS. UML ESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HARE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAWINGS 160 A-i. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS Haines City, FL 33844 COMPONENT FOR.ANY`PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER R-855 U-420 W=4" 19.Ob2 Cl 4 Za Walter P. Finn, P.E. No.-22839 AK/2/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUL FAC. 1.25 SPACING 24.0" 0�1 30-1 Scale—.25"/Ft. REF R081--80124 DATE 10/30/00 D R W HCUSR081 00304348 HC-ENG MCL/WMR SEQN - 2341 FROM TJC (40858-M37 2879A,8,D - A6G ) TRIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS NFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 19.24 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL — 5.0 PSF. WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST #1 HIP SUPPORTS 7- 0- 0 JACKS WITH NO WEBS. BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X8 = W2X4 III W4X8 = W2X4 W2X4 6 r —16 0-4-7 17-4-12 W5X5 W3X8 = W4X4 — W5X5(A2 W08 (B3) - 1-0-0 7-0-0 I 9-2-8 ► 6-11-8 3-2-0 Over 2 Supports R=1755 U=910 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 8RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOF RID 1) SUITE 200, MAO ISON, WI 53119), F00. SAFETY PRACT, CES PRIOR TO PERFORMING I'HE SE FUNCTIONS. UNLESS OTHERWISE [NDICATED, TOP CHORD SHALL NAVE PROPERLY AT STRUCTURAL PANELS, BOY ON CHORD SHALL HAVE A PROPERLY ATT AC HEO RIGIO CEILING. '*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY fAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANOLING, SHIPPING,n INSTALLING AND ALPINE 8RACT NG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TIIE A.%'1[C N FOREST AND PAPER, ASSOC I AT ION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOARgSRSrCTRi ONCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER COMP R=1696 U=840 W=4" 19.Ob2 AK 2/-/-/E/-/- TC LL 20.0. PSF t TC DL 7.0 PSF BC DL 10.0 PSF Q % BC LL 0.0 PSF TOT.LD. 37.0 PSF Walter P. Finn, P.E. No.220§ DUR.FAC. 1.25 SPACING SEE ABOVE Scale=.25"/Ft. REF R081--80125 DATE 10/30/00 D R W HCUSR081 00304349 HC-ENG MCL/WMR SEON - 2344 FROM TJC