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HomeMy WebLinkAbout209 Clydesdale Cir 04-1139 New SFHPERMIT ADDRESS CONTRACTOR r_le : PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-91.01 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE 0 SUBDIVISION PERMIT # CA dfV%2A DATEa--kpro4 PERMIT DESCRIPTION \ Pub PERMIT VALUATION Rga 0� SQUARE FOOTAGE d%ss City of Sanfor4 Certificate of Occupancy This is to certify that the building located at 209 Clydesdale Circle for which permit number 04-1139 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Detached 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 Building: Tom Lilly Engineering: D. Sweet Public Works: R. Buckner Utilities: Richard Blake Fire Department: N/A Zoning: N/A D R Horton Property Owner Date 05/25/2004 05/24/2004 05/25/2004 05/24/2004 Conditions (if blank, no conditions apply) 05/26 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 5/21 /04 04-1139 209 CLYDESDALE CIRCLE BAKERS CROSSING D R HORTON PHONE #: 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. ngineering ❑ Public Works ❑ Utilities ©*� t7swdwr -s/z¢/o¢ CONDITIONS: ❑ Fire ❑ Zoning _ ❑Licensing N/A N/A N/A BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY�r' )� REQUEST FOR FINAL. INSPECTIO i�' a Lc% **** SINGLE FAMILY RESIDENCE"" DATE: PERMIT #: ADDRESS: CONTRACTOR: 5/21 /04 04-1139 209 CLYDESDALE CIRCLE BAKERS CROSSING D R HORTON PHONE #: 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 N/A 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 #: 04-1139 ~ ADDRESS: 209 CLYDESDALE CIRCLE BAKERS CROSSING CONTRACTOR: D R HORTON 44' PHONE #: MIKE 407-402-4625 The building division has prepared a Certificate of Occupancy for the ae location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑ Engineering ❑Public Works ❑ Fire N/A ❑ Zoning 1-41tilities ❑Licensing N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 5/24/04 12:30:34 Loca�ion"ID . . . . . . . 230505 Parcel Number . . . . . 18.20.31. - - Alternate location ID . . Location address . . . . . 209 CLYDESDALE CIR Primary related party SCOTT JOHNSON Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT ************* LOT 54 ************* 22004 2.00 CSVC UT SW DEV FEE 700.0 WA DEV FEE 650.00 220�4 CSVC UT BP04-1139 PD - 9- 4 SEE REC 433 CSVC UT 4_'WA METER SET FEE $190.00 PD 2-19- 4 22004 __5._UU CSVC 27 UT REC#6433 7.00 _ 970 0 _ _ 1 Special notes 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 - O.M.B. No:. 306Z-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200° ELEVATION CERTIFICATE Important: Read the instructions on pages I.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 209 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 54, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (type): or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑,Omer.._ a SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION i B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA ! B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202940045 E 4117195 4/17/95 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ElFIRM ❑ Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® 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 i *A new Elevation Certificate will be required when constnrction of the building is complete. i 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 o accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones AlA30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1 A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is ci ferent 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 NGVU29 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 endosure) 31. 8 ft.(m) d o b) Top of next higher floor N/A. ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o o d) Attached garage (top of slab) 31. 4 ft.(m) 0 E 1 o e) Lowest elevation of machinery and/or equipment W ca servicing the building (Describe in a Comments area) 31.E ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) 31 A ft.(m) z' 0 o g) Highest adjacent (finished) grade (HAG) 31. 6 ft.(m) Cn 0 o h) No. of permanent openings (flood vents) within 1 ft. 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 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS 1030 N. ORLI SIGNATURE CITY STATE ZIP CODE WINTER PARK FL 32789 DATE 5/20/04 TELEPHONE (407) 426-7979 FEMA Form 81-31, January 2063 See reverse side for continuation. Replaces all previous editions For Insurance Company Use: IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, andforBk1g. No.) OR P.O. ROUTE AND BOX NO. 209 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CON1 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, 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 Company NAIC Number ❑ 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 flte building, provide a sketch or photograph.) i 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 Will openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(art) above the highest adjacent grade. Complete items C3.h and C3J 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 i natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A; A C, and E are correct 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 crordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Cetificate. Complete the applicable item(s) and sign below. i G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state or local law to certify elevation information. (Indicate the source and date 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 FEMA4ssued or community4ssued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. Gh. PERMIT NUMBER G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement i 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 j ❑ Check here if attachments EMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION (AS FURNISHED) LOT 54, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECOR S OF SEMINOLE COUNTY, FLORIDA. PC 1 so. Fs�9 o P� �.� (n 9 1D R= 64.00' �, o o c ���\ 0o yTo� 0=21'22 11 �.o r, ���� osAQoo• CB=S50'20'34"E \ �6��� �9 A o>t'' F L= 23.87 0 �, ors a a4 O Ce`. R8ir _ _ n S89'17'34"E_ s°o" PT 09.65' Pc 2 n l O : `' Sp• RF CENTERLINE OF �P�'�/ `•'':'iSCn •�<i 's"�4- RIGHT OF WAY 1,. - 30' i�PO o F GRAPHIC SCALE `;rLO CERTIFIED TO AND FOR THE 3�2, 3' C/w `,.coNcRETE EXCLUSIVE USE OF: DRIVEWAY-! o• D.H.I. TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE CO. 15.0' o ' , 0 15.0' 20.0' ` OF PENNSYLVANIA 5.0'COVERED DEBRA L. BOSSELMAN ENTRY BANK OF AMERICA NOTE: THE FINISHED FLOOR ELEVATION OF THIS o STRUCTURE MEETS OR EXCEEDS THE ONE E BLOCK CK xa THE REQUIREMENTS SET FORTH IN THE o RESIDENCE o nQ CITY OF SANFORD CODE FINISH FLOOR CHAPTER 6, SEC. 6-7(A), ELEVATION=31.84' LOT 55 LOT 53 40.0' 20.0' 15.0' o.PAT10>' 9.0' V_ OCIA NaCO O N _ E3 ,Ord LOT 54 No (D r-0 �l OZ� z 6 20' ENVIRONMENTAL 3\ CONTROL EASEMENT 10- WALL IS WALL IS 2.9' OFF BRICK WALL 2.9' OFF - N89°35'18"W 75.00' FND NAIL #1//04) 1. ALL DIRECTIONS AND DISTANCES HAVE » �► TRACT 1 FND 1/2" IRON ROD AND CAP Q BEEN FIELD VERIFIED AND ANY LB #6393 (05/19/04) INCONSISTENCIES HAVE BEEN NOTED ON THE LANDSCAPE BUFFER CNA CORNER NOT ACCESSIBLE SURVEY, IF ANY. 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH 2. PROPERTY CORNERS SHOWN HEREON WERE LEGEND C.D. DENOTES CHORD BEARING SET/FOUND ON 05-19-04 UNLESS OTHERWISE PC DENOTES POINT OF CURVATURE - PI DENOTES POINT OF INTERSECTION — . — . — . — BUILDING SETBACK LINE PRC DENOTES POINT OF REVERSE CURVATURE - - CENTERLINE PT DENOTES POINT OF TANGENCY _ 3. THE SURVEYOR HAS NOT ABSTRACTED THE TYP TYPICAL LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF — — RIGHT OF WAY EXISTING ELEVATION LINE A/C AIR CONDITIONER W CONCRETE BLOCK WALL WAY, RESTRICTIONS OF RECORD WHICH MAY RPRADIUS PONT AFFECT THE TITLE OR USE OF THE LAND. 0 CONCRETE OHU OVERHEAD UTILITY LINE ID IDENTIFICATION 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN SURVEYING BUSINESS LB LAND SURVEYING POL POPCC PINT ON LINE OF COMPOUND CURVE LOCATED EXCEPT AS SHOWN. LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT POB POINT ON BOUNDARY S/W SIDEWALK - PCP PERMANENT CONTROL POINT CP CONCRETE PAD - - cs CONCRETE SLAB 5. NOT VALID WITHOUT THE SIGNATURE AND THE (P) PER Plnr C CHORD LENGTH ORIGINAL RAISED SEAL OF A FLORIDA LICENSED (M) MEASURED PK SURVEYOR AND MAPPER. FND FOUND C/W CONCRETE WALK R RADIUS POC POINT OF CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARY, „ NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS To LIEN - SUBJECT TO THE SURVEYOR'S NOTES -- ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. - CONTAINED HEREON MEETS THE APPLICABLE THE ABOVE UNFORMATION. PLEASEARANTEES CONTACT THETLOCAL MINIMUM TECHNICAL STANDARDS" SET FORTH F.E.M.A. AGENT FOR VERIFICATION. _ BY THE FLORIDA BOARD OF PROFESSIONAL ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY - - SURVEYORS AND MAPPERS IN CHAPTER VERTICAL CONTROL AS FURNISHED. 61G17-6, FLORIDA ADMINISTRATIVE CODE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 54 AS PURSUANT TO CHAPTER 472.027, FLORIDA BEING S89'35'18"E, PER PLAT. STATUTES. (FIELD DATE:) 2-27-04 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ FINAL 05-19-04 VH ASM43370 FORMBOARD 3-9-04 CKB JOB NO. ADD PATIO 2/10/04 KLE DRAWN BY: PLOT PLAN 01-06-04 KL AMERICAN SURVEYING & MAPPING 1 CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 Y 1030 NORTH ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 GALEN K. B FOR 05 THE FIRM PS 4 24 DATE COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104~75852 DATE: ) `0I10 BUILDING PERMIT NU ER (CITY) COUNTY NUMBER: UNIT ADDRESS -----------~---------------------------------------------------- TRAFFIC ZONE: JURISDICTION: _--_ _-_------_--_-_ SUBDIVISION: ` � jc(���«L _,�J TRACT: ____ PLAT BOOK: PL�r�)]O(-P)��: BLOCK: U]Tx ONNER NAME: ' » _�-- � - -. ADDRESS: --/�/J ,- a --�_�`---�_-_----___--_-------_-_----_- APPLICANT NAME: ADDRESS: ________________-__--_-----_-----_--------------------------------- LAND IJSE CATEG8RYo 001 - Single Family Detached House TYPE USEr Residential WORK DESCRIPTION: Single Family House: Detached - Construction ------------------------------------------------------------------------^------ FE[ BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[ _-------^_-------~-----------------------_---_---__--------~---------_---_-----_ -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH 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 3TATEMENT 'r /' / RECEIVED BY: (PLEASE PRINT NAME) ' ~ ' ' NOTE TO MECEIVANO SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TI &Yc,NMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. W*** ' ' DISTRIBUTION: 1-COUNTY T 2-APPLICANT 4-COUNTY ~� ^` **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE D[V AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS CIF' THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF.THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 30O NORTU PARK AVE}it)E SANFORD. FL 32771 PAYMEN? SKQULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP iIFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** A � Q CITY OF SANFORD PERMIT APPLICATION Permit # : 14 Date Job Address: ao0 N L&"S'10 0-Q_ C r-C G2 _ S�I�i 1�--O eC� `7 Description of Work: K Historic District: Zoning: Value of Work: Permit Type; Building 'K Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy 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 i• Occupancy Type: Residential _k::L Commercial Industrial Total Square Footage: s ' Construction Type: # of Stories: L # of Dwelling Units:, Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: 9:70t,) , Sty' . Contractor Name & Address; nII -if Phone & Fax: `"Ut b�: Phone: Bonding Company, Address:JANI _ •• Mortgage Lender: tJ� - t � Address: Architect/Engineer: Phone:44 a=y4 Fax-, Application d. I certi is hereby made to obtain a permit to do the work and installations as indicatefy that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES,. BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN • ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe i e ' cati that I will notify the owner of the property of the re ire is of Florida Lie / w, FS 713. Signature of Owner/ on' �, Date Signature of Contractor/Agent Date 1-� n PATRICIA COULTON NOTARY;'UBLIC STATE OF FLORIDA Owner/ Prc Date APPLICATION APPROVED BY: Bldg- .� - �O Zoning: Utilities: (Initial & Date) (initial & Date) FD: (initial &Date) (initial &Date) Special Conditions: D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF S.A.NFORD CHECKLIST LOT # al�H SUBDIVISION: BAKERS CROSSING ADDRES�� /ST -BUILDING APPLICATION POWER OF ATTORNEY 2 ETS OF SEALED PLANS- 2 PLOT PLANS / 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT V ATTACHED TO THE PLANS ZSETS OF SEALED TRUSS PROFILES AND LAYOUTS TTACHED TO THE PLANS ✓ UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT Sri V� CeJle�,� �tn ��- �J Limited Power Of Attorney I hearby name and appoint: Craig Coulton, Geoffrey Coulton, and Michael Robinson each agents of D.R. Horton Inc. To be my lawful attornev in fact to act for me and apply to The For a residential permit for work to be performed at: Lot # : 5'1 T - 2 Subdivision: gAKe-vs CROSS (KY,- Address: ZO A CIS G�,-1 C cI.YGI e, And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor of: This foregoing instrument was acknowledged before me this IU day of .�G-�- , 2004 By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of Flo County of u O IC )ULTON PATRNprl ARY PUBLIC Sf ATE OF FLORIDA COMMISSION NO. DD13433� MY COMMISSION EXE U otary Seal QTY OF SANFORD P.O-Box 2847 SANFbAD, FL 32772 �.411`r� PHONi is (407) 330-5630 I*AX lF (407) 328.7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (PULL NANZ) NAM):. SERVICE' ADDRESS M.A1I..1N(:.; ADllRLSS�?50 •b-1 1.�= via ►�1n�Dr, r� � ���ZIP T3� n� w TURN ON DATE SINGLE FAIv1ILY RESIDENCE v MULTI -FAMILY RESIDENCE A-S COMMERCIAL W 0 R K4 4p-+ SOCIAL SECURITY## HOME# OWNER OF PROPERTY 1 AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SER CHARGES IN EFFECT AT THE TIME OF DELIVERY. VICE AND TO PAY IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT PROVIDE PROPER IUENTIFICAT{ON AND ANY OUTSTANDING CH_AR GFq 9i �Q�T PAID AT THE TinnF HEN TRANSFERRING -MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY _L OUTSTANDING CHARGES. I uyvuttcJ I AND T NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE SIGNED; -v "'v 1 vYt(! I t kSt;l.OVti DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ^ CSR IRATE 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 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY 13K 05091 FAG 0376 CLERKI S # 2003 00216 RECORDED 11/06/2003 02:07:13 PM RECORDING FEES 6.00 RECORDED BY L McKinley 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) 19, 32, 52, 54 and 55 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Amount of bond: $0.00 Phone #: Fax #: CERTIFIED COPY IWARYANNE MORE® Fax #: CLERK OF CIRCUIT COURI SEMINO E COUNT" FLORWO ITV P.1 Lender: Phone #: Address: Fax #: NOV 620 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: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, I 0 by: RoberVA. Lawson sistant ecretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of �t?- n 6— 2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on e a olf t the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid i r of ry i ature OFFICIAL O A13 PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. DULY 26,2006 Notary Seal PLOT PLAN DESCRIPTION (AS FURNISHED) LOT 54, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 1 " = 30' GRAPHIC SCALE 0 15 30 LOT 54 CONTAINS 11,823 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 833 SQ. FT. t TOTAL SOD 8611 SQ. FT. t LOT 53 1O R=64.00' i�=21*22'11" CB=S50'20'34"E C=23.73' L=23.87' BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' M L W: 50' PREPARED FOR: D.R. HORTON PCI � oA( F y 0 A A�'O cyr �l a �9. 1101-1 rNc� L9 4500 C 8 O -- SS889'17'34"E o Ol C•'IIS6sr?00., PT 309.65' - `V � �2 •ZS. S6� / CENTERLINE OF 1 ,V FqS GT _ RIGHT OF WAY •*.:.''.'' Mao 30.8 15.0' I a 20.0' COVERED ENTRANCE I I PROPOSED MODEL 1965 A/C I FINISHED FLOOR 0 ELEVAITON=31.5 -.0 0 6 b I I I i I i 40.0' i I 40.0' IVY 20.0' 15.0' OPATI w'6 .9.0' Qo O N O N I O d I O I I z LOT 54 DRAINAGE TYPE B i --L---------------------------- ----�-- 20' ENVIRONMENTAL 0� CONTROL EASEMENT -- - N89°35'18"W 75.00 TRACT "I" LANDSCAPE BUFFER 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. I BEARINGS SHOWN HEREON ARE BASED ON I THE SOUTHERLY LINE OF LOT 54 AS BEING S89.35'18'•E, PER PLAT. (FIELD DATE: ) SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM43370 . DRAWN BY: REVISED: PLAN 01-06-04 30.7 LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL X PROPOSED ELEVATION PCC POC PROPOSED DRAINAGE FLOW OR PD . OCONCRETE 6 L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC (P) PER PLAT PT (M) MEASURED TYP (CALC) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP S/W SIDEWALK R CP CONCRETE PAD CS PB PLAT BOOK PGS PAGES R/W NG NATURAL GRADE ORB SO. FT, SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 LOT 55 j s REVIEWED J1 TYOF SANFORP MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB - CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1-Z-04- FOR THE FIRM WILIIAM R. M ATELlO JR. PSMJ/ 928 DATE Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS :u! pp 1e\1�1� •r►„� i Quarterly Payment Amount (First payment due on the Install Anniversary Date) Any payment deemed, 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Name Address City/State/Zip Phone &Email Phone & Email INSTALLATION ADDRESS: LA bL4 Ste, SPECIAL OR ADDITIONAL COMMENTS 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 $1,000,000. Apex may chemically treat the affected area of the property at n'o 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 G0�'E,N�E gELATJI�ONSHIP OF THE PARTIES, err M�.M Apex Representative Signature Date Customer or Agent Signature Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and re uI. all applicable recommendations contained in literature provided by DowElanco; g 1tlons, and lr 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 br any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activit The Company will extend this Service Commitment following the original twelve month obligation. Th Pretreatment Plan may maintained for the LIFETIME of the identified property subject to the terms and agreement for a Sentricon er quarter (3mo period) payable on or before the end of the previous monitoring period, of this the fifth year, Pnde5achhyear thereafter Apex reserves the right to revise the quarterly p Per year, ' p $ $period, After q y payment amount, not to exceed 10% The Customer warrants full cooperation with Apex during the term of this A reeme baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil under pier type structure, or as noted in "Special or Additional Comments", The nt, and agrees to maintain the areas) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwisecontact, standing water , the areas) baited, b no time will damage caused to an Customer also agrees notify Apex of and Insect infestation, be the o time willity of Apex u areas where any (sthe conditions des r nact into, onto, or under', y Portion(s) of the Structure(s), even by an active wood destroying. of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility described in this Paragraph exist, Failure. ' DISCLAIMER; COMPANY DISCLAIMS ALL OTHER WARRANTIES,p risibility under this paragraph,' INCLUDING STATUTORY WARRANTIES) MS WHETHER EXPRESS MERCHANTABILITY > AND SPECIFICALLY DISCLAIMS EDW OR IMPLIED; FITNESS FORA PARTICULAR PURPOSE, OR WARRANTY AIYY IMPLIED WARRAINTES. OF FURTHER, COMPANY HAS MADE NO A,p,pIR�,I,zON OF FACT OR PROMISE OF WO SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMO RKMANLIKE SERVICE, Customer expressly waives and releases any claims in any lawsuit, arbitration RE OF TO THE PRODUCT OR'. negligence, torts, personal In a UNTED TO AN TO WARRANTY, j ry, death, violation of any statute, rule, t regulation, loss of itsher eadpminut diminution of against Apex for event shall Apex beli ble$for any amount greater thatapunitive, liquidated, treble, or special amount paid by the Customer to Apex for the service value, economic, P damages if any kind, and o ic, to be performed, SENSITIVITY/PHYSICAL FACTORSt 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 physician If necessary regarding any affects the Property treatment may have and (2)lt is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception. 1, DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the 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. 21 On expiration or termination of this Agreement, Apex and DowElanco.or.lts 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 wills (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 (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received- (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, andi, (5)retrieve, 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 a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial instalintlon, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticlde being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering -of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any 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 tiny 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 allowedby 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 1s 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 fuel/or materlals, stt(kes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the cant 21 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)termtte damage resulting from masonry failure or grade alterations; (3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute Arising Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with he rules and prceduresdfot commercial arbitration of the American Arbitration Association or any successor organization, and in accordance With and subject to Ali'tht' provisions of the Uniform Arbitration Act as In force in the State of Florida, or the Federal Arbitration Act, 9 U,S,C. section 1, et sea, Thr 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 wlI be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individunl'basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees asso.clated with the arbitration proceeding, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties, REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder if Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Proprtyt 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 Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the identlfle Property for any purpose contemplated by this Agreement, including but not 11 by the Customer or considered necessary by Apex. mlted to re -inspection, whether the Inspection was requcstc LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date, (thirty) 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex After ithin h . (thirty) days of the transfer of the treated Property. *Trademark of DowElanco Brevard Area $08 S Plumosa St. Merritt Island, FL 32952 407.459.2847 $00-929.2847 Orlando Area 7006 Stapolnt Ct. #G Winterpark, FL 32792 407-858.0540 888.764.2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813.221.2847 877.459.2847 CITY OF SANFORD BUILDING DIVISION SU:BMXTTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 0 l . Two (2) recent boundary and building location surveys showing setheks from all structures to property lines for permit for structures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include; o a. Foundation plan Indicating footer sizes for all bearing walls. Provide side viow details of these footers with reinforcement bar replacement. p b. Floor plan Indicating interior wall partitions and room idontifleation, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, docks and stairs. Bathroom fixturos and distances from walls are to be shown. * Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) p C. Elevations of all exterior walls, east, west, north and south. Finish floor cicvation height as per City Engineering Department or subdivision plat. 0 d. Cross sections of all wall sections to be used in the structure. Boaring non-boaring Inter and exterior. Show all components of wall section. o a. Framing plan for floor joists whore 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 Larry and support trusses. 0 g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. a h. Square footage table showing footagest ' Garagea/Carports S.F. Porch(s)/Entry(s) ,,_.._._,,..,... S.F. a Patios) S.F. Conditioned structure 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 S. Other submittal Documents: Cl a. Utility latter or approval when public water supply and/or sewer system connection to be made. 0 b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport B1vd,Sanford, F1(407) 665.3600. c. Arbor permit when tceea to be removed from property. Contact the City Engineer for dotalls ragarding tho arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORMA 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 21 Underground, electrical, mechanical and plumbing 3. Foundation cicvation survey 4. Slab S. Lintol, do boams - columns- calls 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or collings 13. Electrical final, mechanical flnal and plumbing final 14. Building final . Is. Other DATE SIGNATURE (By Owner or Au40rizOO)enLt) C1;"16,�-sdcl1e.� Circle 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 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 FAG 0376 CLERK'S # aeo3200216 RECORDED 11/06/2003 02:07.13 PN RECORDING FEES 6.00 RECORDED BY L McKinley 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) 19, 32, 52, L4 and 55 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 CEKI iflED COPY Owner's interest in site of the improvements: Fee Simple MA.RYANNE MORM Fee Simple Title Holder (if other than Owner): CLERK OF CIRCUIT COURI Name: Phone #: S MINRA 71� Y• FLOR11M Address: Fax #: 01— Contractor: D.R. Horton, Inc. Phone #: Fax #: nx7>9t try €`i .FRK Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 NOV O B Surety (if any): '`���Q 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(l)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, I 0 by: o e A. awson sistant Secretary (Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this �5 day of �jT by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc�Iaware Corporati�ont is o'er Fit e c—orporation. He/She is personally known to me. Notary Public, State and County Aforesaid i o ry i ature OFFICIAI, N7 Ate PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 Notary Seal c) _ �\t � CI 1 \' t?P SAN'FORD I'I;R1%II AI'PI,I(:A'Ilt)N ' Job Addtcsa.----- Description of \York' ------ mot'' -- - - - ---- - _----- historic District: _ -- %ouiu : --- Valuc of Work: S__—��.1 Permit Type: Building —__ l:Icctrical Nlcchanic;tl I'lumbin), _ File Seri:;};Icr/r1Lu"m _ Pool Electrical: Ncw Service - 8 ol' A,NII'S AddGlion/: iltcialion Ch;ux;c of Scr icc I ctnporary foie : Mechanical: Residential Non -Residential Rcplacctncnt N'cw ___ (Duct L;ivow Fnci-Ly Calc. Required) Plumbing/ Ncw Commercial: it of Fixtures _ N of \Vatcr & Scwcr L.ines4 of Gas IJlics Plumbing/Ncw Residential: 11 of \\r:ttcr Closets Plumbing Repair -Residential or Commercial Occupancy Type: Residential Commercial _ Industrial To(al Square Fool;; c: Construction 'Type: ll of Stories: it of Dwelling Units: Flood %onc: (P1;:\7A torn required for other than X) Parcel R: _ _--- (Attach Pr( uf of Owucrship .\ Lcl;al Description) Owners Name & Address: r 1 J 4I l\ C r Phone: Contractor Name l Address: ADVANTAGE State Liccuse Number: Cr �Cir�o Q 1 Phone & Fax: �P.O. BOX 620027 PILUMBINGr Contact Person: MC—r�ln I'll lie: Bonding Cortlg.Vl -DO FLORIDA 32762-0027 ADVANTA L MBI C. Address: 407 366-3994 10.11J. 7. Mortgage Lender: 4a�� 366-3994 Address: Architeet/Eagincer: I'luonc: Address: Fax: Application is -hereby made to obtain a pertnit 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, FURNACI-IS, BOILERS, FfIIATERS, TANKS, and AIR CONDITIONERS, etc. O\'✓NI:R'S AFFIDAVIT: I certify dial all of the foregoing information is accurate and that all work will be done in compliance with all applicablc laws reguLding construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CON1N11;NCEiMEN'T NIAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS l-O YOUR PROPERTY. lF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OP COMNIENcr..MIiNT. NQTICI_: In addition to (lie requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management disoicts, state agcncics, or federal agcncics. Accept:uuc of permit is verification that 1 will notify the o:vner of the property of the requirements o` ,:Ion' au', FS 713. Sign:uutc of Owner/Agent Print Owner/Agent's Name ----- Signature of Notary -State of Florida --- Datc Owncr/Agent is _ Personally Known to Mc. or Produced lU APPLICATION APPROVI'.0 BY. III(];;: — Zoninti_: Special Conditions: Signature ofo-Collrtacturi`r ,-c. Datc A Print comracuu'/icgcnt'.: F�nc 21Zh'-7 Sii;naunc of otary-S a c of I lorida Date t(' MARTHA Y. HALL dr Comracior/Agent,. crs,,,,allotary Pul, is state of Florida Prodnce,t n) __._ 8omm, exp. Feb.1, 2008 - — oC mm• No. DD 258139 (Initial ,L Datc) (Initial & D•ttc) Utiliiics: (Inuial & Uate) (Initial S Datc) 5-06-203 7:09AM ♦-kum W!(f.!ores-.:•f ..: :'-1r�rnv.+!rv<Yww�.Ya,n.:,"'y.lpl.��r�......,:.r:::.••;..,:I CTV OF SANFORD PERMIT APPLICATION Date: Job Address: 2_,Q' Description of Work: Z-5 �O Historic District: Zoning: Value of Work: $ pefml(TYpei qulldjn� _ Elcvtrical .,.� Mechanical Plumbing Firc Sprinkler/Alarm Pool �IK4jIcYl New Service p of AMPS Addi{ion/Alleruion Chango of Service NOW y Pole Mecbanical: Residential Nori-Resi mesa) RFplacemenl New (Duct Layout &,Energy Ca�c• Regtiifed) Plumbing/ New Commercial: A of Fixtures ii of Water & Sewer Lincs tt Of Gas Lines Plumbing/New Residential: li of Water Closels Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: _ Construction Type: ._,. N of Stories: U of Dwelling Units: hood zone: • (FENSA form requirud for other thin X) Parcel ><. (Attach Proof u( Ownership R Lu al Dtscriptton) _ O Owne�rrssnName 6t Ad revs: Contra tar Name & Addreu: 3 �? State //L''lce''nilIe N,umhcc r / Lid _..... Phoric 21 ' 't1744 Yhouo &Fax: ��Z����"•�—�i(-It..G�-i' J..�.Sz�� Contact Perron: _� .. IIonding Company: Ad&tss: _ ......_ ... -- Mortgage Lender: _ _ _ -• - Addrtss: .._ .. Phone. ArchitaUEngineer: -"— Fax: Address: Application is hereby made to obuin a, permit lu do the work and installations as indicated. I certify that no wurk or installation has comnenced prior to the issuance of a permit and that all work will be performcd to meet standards of all laws regulating construction in this jurisdiction, I understand thul . scpante permit must be secured for ELECTRICAL WORK. PLUMBING, SIONS, WELLS, POOLS, FURNACES, BOILERS, HE.ATBRS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIAAV IT: I eertiry that all ot'the foregoing information is accurate and that all wLvk rrill be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNSR:'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 RbCORDrNO YOUR NOTICE OF COMMENCEMENT. NOTICE; In addition in the requirements of thin permit. there tray he additional restrictions applicable to this property that troy be found in the public ru ords of this eounry, and there may be additional permits rcquirod fmm other govemmontal cnnticii such as water manogemen( districts, state agencies, or federal agencies. Accepumc of permit is veritication lh.r I will notify the owner of the property of the rrquiretncnts of �lorida w FS 71J. Signature of Owner/Agent _ _ Dute Sirrtulure of Contractor/Agent Da(e U ._ des Print Owncr/Agcn('s Name Print Cuntractor/Agent's Name Signature of Nu(ary..$re of Florida Daro Siq�of NuWly $r n1 F'lon Ja Dutc u (,iwner/Arent k ...__ Persunptly Known a> Ma err APPLICATION' Ahhl<OVE0 fly: llldg: _ ----- r .._ • � ('tllllitfl � I)a ll;) Spcci;d C Ondirinnx: (.:uinrae(nr/Agent is= Prr.nn7ily Known iv Me err Produced IO (Initial & D•ute) (Illlti7l fi Dalc) (Ilrlial S I)Jtcl type,, Marie A. Zettlemoyer Commission 4DD221390 Expires: Jul 15, 2007 Bonded Thru OF FX�: Atlantic Bonding Co., Inc 1F't7i�ii'T Lj:x'61 Cy' -; LJ—lr�� `J % �t A e s nninp; 9 g':I 5ht. T�,4.=t�tL,rl E,���i !�?�sr�s1A{2cllx ti.147k. ' Irl i Eif'e1rk,v1. f4 Y r €n"i("C01i27 gF ES wivirs 6 T-nirrii fir,,; l�1Att©3 �3t -� i !g'Z .f•,'rislgdl��8� l:??e�3EleFrui� _r— t��flrt•k�es3Si�Fi ai ielfw' i ?o-1 ik'k`as,V.L11'C�t�r �1 �i11 ANfing/NeWYCo it er«-nk diFiSi`�i7Re. 0A, We"I€3'5.:5«3/€. ?`Ca s?, ie. Ps. plush. 41finV tieoy of W�e'�C�c�seks �'(aIrftttatiWpi ki af-m dte e;al or COO- -irsvi:ctal gampancy Type: FResidep—nal €.�✓' Cfls�i�e.6iai ftldpsnjn 6td3 5,qun'te Fc*1mge: Cohs1roetion `ff'ync: R of Stories: 01"07yelf r v UjAuw: V106 Zane: (1F-FM-,A fforM4 recart,re.d. fc)t o r)el i.ib :cr,` j W �xee9#: (:oa�eas�? Evarcar c+� �i raa�RRgrte� � L,�2W �e,sra� RaCrtsj Owners Name A, Auldress: Phone: C Wractor;same cT,c.Address: a WQQ1>rilall'r11M SMEET,_S (Sa6 l tse?im'Natuber- ,RUM Phone Z1, Faz: 7 AUD IkKAr W745*4�.. Bonding, Company: Address: 4orig2ge Lender: -- — Arfh'iieet/Engineer: Phone: ' Address" - Application is hereby mad€ to obtain a permit to do the work avid installations_, as indieatcd. l certify that no orork or insYallaiion has eornn-rerated' prior to Uia issuance of a. peTrnit and that all work'Rill bt N o, r to _fiMei standards of all la.-Ars ; eg-elati g eo?is eaon in this• jurisdiction. 1 vndvm-tand thaf. a: separate permit must be secured for ELECTRICAL WOM PLUMBING; SIGNS, EL L5, POOi_.5, FiTRP/-'t.CE—c, 30"s EPA, HEATERS, TF'al KS, and AIR CONDITIONERS, etc. O`,a✓WEsZ e AFFIDAVIT: i Beriify that all of the foregoing infornpationi is act wmze and d ne in con "liance with all apphczl l< I w:; r t i d r6ng constluction and Toning, vYAFU 114E TO 0VW_FR: fOUP: FAWLT! 0 C©ice A ���O j rC� Ci�iCCilt tgFl�lCEii>~j 1T Il�+ _t ?.L ,�ILi; TJ ! i't•i11T. Tv1 ICE rOr N) PRO EMENT5 TO FOUR PRO;3ERTY. F YOU lid t EWND TO O_TA3iv Fbltl , }{G-CTH , COf'! "" LT WFI7-1 YOUR LENDER OR Al t . , 7OR111IEY REMOPF' RECO .Di NG YOUR NOTICE- OF CalYN ENCEMENT: NOTICE: Li addition to the regitirernents of this Pernlit, there may be additional resic' sappli lei tvs pr er t j that, rt found in Ok pu In, rw'ords of this country, and there maybe additional pert—r s required from orn other govem.;nu a ti Sties:. suc a. a nana ement dis is late' agencies; „ eL�ncita- Acceptance of permit is verification that !will notify the owner of the Signature of Owner/Agent Date Print Owner/Agent's Name Signaiure of Notary -State of Flonda Date Owner/Agent is _ Personal]\ Knottn to Me or Produced ID APPLICA1ION APPROVED OY: Bldg' Zoning: :Initial c� Date} ondltionsi raw, FS /i 13. 4Q51©y atgnature or r-onmactoriAgent Date i�obec-- C Ls sc Print ontractor .Aeznt's' Name e=� Signature of ho_.-y-State of Florida Date Contractor/Ace'.::s _ I'crsonal�_� Known to Me or Product .� FD: (Initial cC Date) �6fLuxnroba'i@lia iia &I Da, rp� MIRINDA C. TURNER °o- MY COMMISSION # DD 212893 =� ES:June 14, 2007 Bonded Thru Notary Public Undenvriters 10-03-203 9:52AM FROM Permit #//l1 i7 Job Address;�ROC�—)ELQCAeL—) City OF SANFORD PERMTr APPLICATION N. I K �7b Description of Work: �7 [`. r' r_f�✓V sT �i Historic District: Zoning: 'Value of Work: 5 ��� 1 � 4�') Aecu Vor=aqc7�� Permit Type: Building Electrical,_ Meehtlrtical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of $ttrAcz Temporary Pole Mechanical: Residential Non-Rosidcndai Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Linos # of Gas Lincs Piumbing/New Residential: # of Water Closets plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories; # of Dwelling Units: Flood Zone: WENtA form required for otta t ehan x) Parcel #: Bonding Company: Addres5: Mortgage Lender: Address: Archrtect/Engincer Address: (Attach Proof of Owners hip & Legal Phone: �W;7- tc Licenac Number: 4_ 1- lyr'P rPr> Phone: ...9...`%. j� Phone: Fax: Application is hereby madt to obtain a permit to do the work and installations as indicated. I certify that no wor 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. OW'NF,R'S AFFIDAVIT: i certify thar all of the foregoing information is accuraw and that all work will be done in compliance with all appiicvhic. I:twz rc.guiadr.S construction and Zoning. WARNING'1'U OWNER: YOUR FAILURE TO RECORD A NOTICE Or COMMENCEMENT MAY RESULT IN YCv OIt PAV!N(, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTENT) TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORF, RECORDING YOUK 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 o this county, and there may be additional ,x nits required from other governmental entities such as water management districts, state agcncieS, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the roquirements of Florida Lien Law, FS 713, SignatuN of Owncr/Agent Date Signt,turc of Contractor/APeut Dale Print Owncr/Agent's Namc Sidnature ui Notary -State of i lcrida Datc Owner/Agent is —J'crsonaa,v Known to Nle or — Produced ID APPLICATION APPROVED BY: Bldc: Zoning: (Initial & Date) Special Conditions: Thomas Ward Print C' 'tori.4gcnt's Namc Signaturr of N , '-Blatt Pf Florida Uate �.r.� Bonny G Logan /, My Commission DD201551 ContrProduAgcnt is _� t'crsonally I.nown tu'� 6 d� Expires May 17 2007 ProduccdlD T , lJohlics: FD: (initial & Date) (Initial & Date) ((nitial do Dace) r ' FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE r FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: Q0_9_ c� lk d e,S8C (-e Ct,-C' -e Permitting Office: City, State: j21� r- L1 Permit Number: Owner: D.-R. kAC) rj jN Jurisdiction Number: Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family I - SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (112) 1967 ft2 c. N/A _ 7. Glass area & type a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.60 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft - c. N/A _ b. N/A- c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, ExteriWr .. R=3.0, 1026.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft2 - b. N/A _ c. Frame, Wood, Adjacent R=11.0, 302.0 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=30.0, 2005.0 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: Garage Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27923 PASS Total base points: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. ((�� PREPARED BY: �_ka -_ DATE:--------------C-6--0,_5-------- I hereby certify that this building, as designed, is in compliance with the Floridq Ener y C de. OWNER/AGENT: DATE: ---------------- Review of the plans and THE s7, 9r�o specifications covered by this indicates ,,yyo4 _ calculation compliance with the Florida Energy Code. 4 Before construction is completed i a this building will be inspected for R compliance with Section 553.908 Florida Statutes. COD WS BUILDING OFFICIOLA-4- r I� _-_ DATE: ..e�.„ ,, a �al��lmfrl► EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type/SC .18 1967.0 25.78 9127.7 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM = Points Type Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior Exterior 1054.0 41.90 2002.6 Frame, Wood, Exterior Frame, Wood, Adjacent Base Total: 1356.0 2214.0 As -Built Total: DOOR TYPES Area X BSPM = Points Type Adjacent 18.0 1.60 28.8 Adjacent Wood Exterior 20.0 4.80 96.0 Exterior Wood Overhang Omt Len Hgt Area X SPM X SOF = Points NW 1.0 6.0 32.0 37.74 0.97 1172.9 NE 1.0 6.0 23.0 43.65 0.97 974.8 SW 1.0 6.0 32.0 52.82 0.96 1627.2 SW 1.0 6.0 16.0 52.82 0.96 813.6 SE 1.0 6.0 16.0 56.64 0.96 873.2 SE 1.0 6.0 16.0 56.64 0.96 873.2 SE 1.0 8.0 54.0 56.64 0.99 3034.9 NE 1.0 6.0 33.0 43.65 0.97 1398.6 222.0 10768.3 R-Value Area X SPM = Points 3.0 1026.0 1.40 1436.4 11.0 28.0 1.90 53.2 11.0 302.0 0.70 211.4 1356.0 1701.0 Area X SPM = Points 18.0 2.40 43.2 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 1 Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab Raised 202.0(p) -31.8 0.0 0.00 -6423.6 0.0 Slab -On -Grade Edge Insulation 0.0 202.0(p -31.90-6443.8 Base Total:-6423.6 As -Built Total: 202.0-6443.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS -> Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) - 38631.1 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 13036.5 37380.3 0.4266 15946.5 1 38631.1 1.00 1.250 0.284 0.950 13036.5 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 = Points .18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 . 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 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 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 202.0(p) -1.9 -383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: -383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1967.0 -0.28 -550.8 1967.0 -0.28 -550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 8232.8 1.000 (1.078 x 1.160 x 1.00) 0.449 0.950 4392.1 5224.7 0.6274 3278.0 1 8232.8 1.00 1.250 0.449 0.950 4392.1 EnergyGauge rm DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 F 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 15946 3278 10256 29480 _' 13037 4392 10495 27923 PASS VHE STq��o�s+ Hill � a EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 - Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at 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 >118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfrn from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. AA-77 nTHFR PRF_grP1PTIVF MFACI IPFQ imo cf I- mn4 — --- — -A k— olr r^-*.,4....--- I COMPONENTS SECTION - - ---- ------------- REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal 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 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) - DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ftz) 1967 ftz c. N/A _ 7. Glass area & type _ _ a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 42.0 kBtu/br _ c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 7.60 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types _ _ a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior ._ R=3.0, 1026.0 ftz _ EF: 0.86 _ b. Frame, Wood, Exterior R=I 1.0, 28.0 ft' b. N/A _ c. Frame, Wood, Adjacent R=11.0, 302.0 ft' d. N/A c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft' _ 15. HVAC credits PT, b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) o4THE ST,t , in this home before final inspection. Otherwise, a new EPL Display Card will be completedti based on installed Code compliant features. a o Builder Signature. Date: Address of New Home-.QDq `Q City/FL Zip: s wdwb R p *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This ism a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStaTM designation), 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) For: D.R.HORTON Notes: r .Design�.l'nformation=a Weather. Orlando —AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Heatingg Coolingg Area (ft2) 1967 1967 Volume (fta) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating Input Heating output 0 Btuh @ 47°F Heating temp rise Actual heating fan 0 1383 °F cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 °F Inside db 75 'F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 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 10.2 EER 29050 .Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh Boldlltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 82 % , Qz� wng htsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCK E:\Fi1es\drhorton\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 W x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 A and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 105 cfm = 3100 Btuh vroceaure u - equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. _ 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 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. wrightsoft Right -Suite Residential— 5.0.64 RSR26015 2002-Mar-06 12:12:28 AFCA E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 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 LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 • BR 3 �-' a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16:0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH vvnghtSO, a. Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACC% E:\Files\drhorton\196511965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: tth ta. 1 Name of room Entire House LIVING LAUNDRY M/BTH 14MANUAL 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 It heat1cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft) Htg Clg (ft') Htg I Clg (ft2) Htg Clg M Htg I Clg 5 Gross a 14B 4.6 2.1 1248 *'*' "" 320 ."* "`• 0 "'* *'*` 0 •`*' *'"' Exposed b 12C 2.9 1.9 48 **" •"' 48 •"' ,,,, 0 `""" ",• 0 '**' walls and c 13C 3.2 1.2 320 "" "** 64 '""* "" 80 '**" *'*' 48 ***' ""• partitions d 0.0 0.0 0 «**' ,,,, 0 •••• •••, 0 ,,•, '*•• 0 ••,• •,•• f 0.0 0.0 0 ..,, ..., 0 ..,. ,,., 0 .... ,,.. 0 .... ,.,, 6 Windows and a 1C 37.0 '* 168 6209 "'" 55 2033 "'* 0 0 **" 0 0 glass doors b 8C 37.0 54 1996 *"' 0 0 "" 0 0 **" 0 0 Heating c 9A 29.9 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 20.4 16 ***' 325 3 •'•' 59 0 ***' 0 0 **" 0 glass doors NE/NW 39.4 80 "" 3152 32 '"" 1261 0 "** 0 0 0 Cooling E1W 0.0 0"*" 0 0""' 0 0"*'" 0 0'**' 0 SE/SW 47.4 126 **** 5975 20 "" 953 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 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 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 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 "'• 30561 *'** *'*' 8048 "" *"' 1334 "" "" 581 •*" Less external heating "`• 0 "'* ***' 0 **"" '•"• 0 "** **** 0 ***' Less transfer •••, 0 •••• ,,,, 0 •,•• •,,, 0 •••• ,,,, 0 •,,, 14 Duct loss 10 °/ 3056 *"" 10 °/ 805 10 °/ 133 "** 10°/ 58 *`*" 15 Total loss = 13+14 '••' 33617 *'«* **** 8853 `«*" "" 1467 '*•' `*** 640 **** 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 **'* '**" 22195 "" '*"` 4644 '*** ""* 1129 '*"" *"' 417 Less external cooling •"• •••, 0 ••`• ,,•, 0 •••• •,,, 0 •••• „„ 0 Less transfer •••' "„ 0 ••", ,,•, 0 •••• ,•,, 0 ,,,, •••, 0 18 Duct gain 10 °/ '«`* 2219 too *""* 464 10 °/ 113 10°/ 42 19 Total RSH gain=(17+18)*PLF 1.00 24414 1.00 '""* 5108 1.00 ""' 1242 1.00 •"' 458 20 Air required (cfm) **" 1383 1383 **** 364 289 **** 60 70 ***' 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wroghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACC>. E:\Files\drhorton\1965YI965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 MANUAL J: 7th Ed. 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 4 Ceiings Condit Option 8.0 fti heat/cool 8.0 fti heattcool 8.0 ft heat/cool 8.0 fti heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft�) Htg Clg (ft�) Htg Clg (ft) Htg Clg (ft) Htg Clg 5 Gross a 14B 4.6 2.1 136 **" ."' 88 *"' "" 208 `*" ""' 88 '"" """ Exposed b 12C 2.9 1.9 0 '*" "*' 0 •"' "" 0 "" .."* 0 walls and c 13C 3.2 1.2 128 ... "" 0 *"' *"` 0 "*' "" 0 •'"' *"' partitions d 0.0 0.0 0 ""' "" 0 "" "*` 0 '*" '*" 0 f 0.0 0.0 0 "._, ",,. 0 ,.,, ..*" 0 .... .... 0 6 Windows and a 1C 37.0 ** 32 1183 "" 16 591 "" 16 591 '*" 16 591 glass doors b 8C 37.0 " 0 0 "'• 0 0 •"' 0 0 "" 0 0 "" Heating c 9A 29.9 '* 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 7 Windows and North 20.4 0 "'* 0 0 "" 0 2 *'*` 41 2 41 glass doors NE/NW 39.4 32 ""* 1261 16 "" 630 0 *"' 0 0 " ' 0 Cooling ENV 0.0 0 ""* 0 0 "'" 0 0 "" 0 0 0 SE/SW 47.4 0 0 0 0 14 "" 66� 14 "" 663 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 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 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 1.2 128 403 150 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 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is 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 28.5 1 8.0 32 911 256 16 4551 128 16 455 128 16 455 128 13 Subtotal loss=6+8. +11+12 "'* 4235 .... `... 1925 '*" '"'* 2890 - *'*' 1869 Less external heating ... 0 "„ '••• 0 •,,, •"• 0 ,••, "`* 0 "" Less transfer " * 0 •••, "„ 0 "" - 0 •••• "„ 0 *"' 14 Duct loss 10 °/ 423 *"' 10 °/ 192 ""' 10 °/ 289 *"" 10°/ 187 15 Total loss = 13+14 ... 4658 "'* *' 2117 ""** '*" 3179 *"' *"* 2056 "" 16 Int. gains: People @ 300 1 "" 300 0 "" 0 0 - 0 0 "" 0 Appl. @ 1200 0 "" 0 0"' 0 0*"' 0 0 "" 0 17 Subtot RSH gain=7+8_+12+16 **" ***' 2711 **" ""' 1250 "*' "" 1601 "'* "*' 1250 Less external cooling *'"* "*" 0 '*'* ""*' 0 '*" **"* 0 "•* *"' 0 Less transfer *"' "'* 0 "" "" 0 "" "'* 0 "" "" 0 18 Duct gain 10 °/ "" 271 10 °/ '"" 125 10 °/ ""' 160 10°/ ""* 125 19 Total RSH gain=(17+18)*PLF 1.00 "*' 2982 1.00 "" 1375 1.00 ""* 1762 1.00 *"' 1375 20 Air required (cfm) **'" 192 169 ***' 87 78 ***• 1 131 100 ***' 1 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCA E:\Files\drhorton\1965\1965.rsr Page 2 r RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: tth ttl. - 1 Name of room FAMILY KITCH/NOOK BTH 14MANUAL 2 Length of exposed wall 33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft Ceiings Condit Option 8.0 ftj heat/cool 8.0 ftl heattcool 8.0 ft heat/cool TYPE OF I CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg (ft� Htg Clg (ft') Htg I Clg (ft') Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 *"' '**' 1,9 „" •," 0 Exposed b 12C 2.9 1.9 0 •,,' "„ 0 "*' •,*' 0 "„ •"' `*" "" walls and c 13C 3.2 1.2 0 "" "" 0 "" '*" 0 partitions d 0.0 0.0 0 '*" *"' 0 `" "" 0 6 Windows and a 1C 37.0 0 0 "" 33 1220 "" 0 0 glass doors b 8C 37.0 "` 54 1996 `*" 0 0 **** 0 0 Heating c 9A 29.9 `* 0 0 "" 0 0 *'** 0 0'*" •*•* d 0.0 *• 0 0 •••• 0 0 ",,• 0 0 ,••• :••• 7 Windows and North 20.4 5 "*' 99 4 *"' 85 0 "" 0 glass doors NE/NW 39.4 0 *" 0 0 "" 0 0 '*" 0 Cooling E/W 0.0 0 "" 0 0 0 0 0 SE/SW 47.4 49 "" 2329 29 "•* 13607 0 "*"' 0 South 0.0 0**** 0 0 "`" 0 0**** 0 ***' Horz 0.0 0'"'* 0 0*"' 0 0"*' 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7. 9.9 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 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 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 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 2.2 285 483 634 306 519 681 108 183 240 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 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 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) If 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 54 15371 432 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 "" 5839 '"" "** 3656 ''" **** 183 *"' "" **** Less external heating * " 0 "" **** 0 "" "*' 0 '•" Less transfer - 0 „" ,", 0 "" ,", 0 "" ,", "•'* 14 Duct loss 10 °/ 584 "*' 10 °/ 366 10 °/ 18 •*•, °/ •,*• 15 Total loss = 13+14 "*' 6423 "" 4022 201 16 Int. gains: People @ 300 4 •'"' 1200 0 "" 0 0 *"'* 0 "** Appl. @ 1200 0 ""' 0 1 "'" 1200 0 `*" 0 17 Subtot RSH gain=7+8. +12+16 "" "" 5127 "*'* "" 3826 "" '•" 240 Less external cooling ,,,, "" 0 ""• ,*" 0 ,,•, ,,,, 0 Less transfer ***' ,,,, 0 **** •,", 0 "" ,"`* 0 18 Dud gain 10°/ '*** 513 10°/ '**' 383 10°/ *"*" 24 °/ 19 Total RSH gain=(17+18)*PLF 1.00 5640 1.00 4208 1.00 "" 264 20 Air required (cfm) *"` 264 320 *'** 1651 238 ''** 8 15 " * Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ^+ w1'��ht50FC Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ,ICE+ E:\Files\drhorton\1965\1965.rsr Page BOB& lOx6 twcd ► too. IOx6 Iwcd g0 I2x12 Iwcd 325 ', 6• C 1Ox10 rn O rog 0�10x10 10' 6• 3' both duct to roof cap g /fan 14xl rag 8• IOx10 rap 3 r ex 6• 14' IOx6 Iwcd 80 7'8' 81 '4• 4.5. ng Bx4 lwc 8x4 I b ahu t0 I IOx10 3wcd 1 1 240 8 4 4' . 1170 lwcd 8x4 I w � 2 4' N td A < N try 12.12 rag +1 w A N _ 3TD 9rT £ 3 l7 71 5' PAO r- 4' bath duct �0 kid 10 6 9� f i— O D Na n-oof cap /falight 12x6 Iwcd �! 1 Yr �� 1 xyw 1 td 145 f! 7 4' dryer tl to roof cap 12.6 Iwcd 1843 pten 145 24X14 RAD platform by bldr 3.5 TON V/IOKW 8240V IPH sco.�e 1/8"-r1/0, Must have a nlnlmun clearonce of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulatlon value. Rating z o } �••..> z o a D: t v EN�GINE.ERING,-- BUILDER PROJECT MODEL\BUILDING �. R. Hor-hon. VA.rious Tc ��r�ir-s�,� cy w 4 /M olq /po 3 lq&-I- /,ar- 4134 -. a REVISION DATE: -SINEW LOAQ 001 447161 106 k-Eo I �cliiler�EOI CARPENTER CONTRACTORS OF AMERCA. INC 3900 AVENUE G. NX WINTER HAVEN. FLORIDA 33880- (941) 294..644 David' Norris Ei eerie Engineering and Liming Services Residential • Commercial Plans & Eng. - Inspeciions - Permitting • Specializing in Church Design 112 Coleman Road, Winter Haven, FL 33880 Phone: (941) 299-I048 Pager: (941) 965-G956 Fax, (941) 291-430S TO WHOM IT MAY CONCERN: This letter is intended to address the issue of deflection in roof trusses. As an unavoidable fact of physics, roof trusses are allowed to deflect up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount of deflection in a specific truss design, the difference in deflection amounts of trusses adjoining different design conditions may pose an aesthe;tic problem in the ceiling and/or roof plane. One procedure that may minimize the appearances of noticeable deflection. difference would be the installation of 1/2" THK . x 16." high APA CDX (or OS$) stro.ngbaacks 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 st.ongback. In lieuof-plywood strongbacks, 2 x 8.#2 Southern Pine strongbadcks may be used or 2 x 8 #3 S.P. with no knotrs or imperfections in the bottoms surface. The 2 x 8 strongbacks should be nailed to each .truss with (3) 16d nails into each truss. Either choice of strongb.acks should tie the trusses together and provide a more uniform deflection in the- area of transition. The strongback bracing material is in addition to any permanent building bracing specified by building designer and/or truss manufacturer, and will not adversely affect the performance of the roof trusses in any way. I.f you have Michaelis at 6449. Sincerely, any questions, please feel free to contact Bob Carpenter Contractors of America, Inc. (813) 294- °RIN-G g"* ' R� 1't�9.�� •'fir:. David R. Warris; P.E. �j 3.2186 . 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 a Residential construction Enclosed building t 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. ,�1�tirtlllll ��° ��R P �: Sincerely, �. Z • 22B3 No. 9 12-1 -02 v ' = -o ': STD t OF Walter P. Finn PE Senior Chief Engineer '> �S ...V\� fQ�i�O�. WA43 �iitt ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 • (800)755-6001 � � k WARM '`rLtL��4���e u 01'1 . . 1'Y Q i•*ul.t�'T. r . i �' x 'L•:' �' ' '� '!" _ .'•r-- inn il~ :- 2, SIG lu: ANI1flR' _ ' . l _ (i ,Gt> .spci gn9es1 ewglrieewsheets;�d i v r cm; rat{o - -�• :— - J,,. ' lla- #. .�rld'Ii11er µ --.; r �+•-._�.-+l ram. ,1 ,�ri.L�=".d'LY'^.".i-..k ►:V ,1 bulkllnp• L.BT�IIA�i. BRAGIN1 dif:er n 11 1:4: >w•�� '>rdiop f1rNK11 l}Iaonai D �. r �memhe> s .� 2:?I(�a) / the ends of nu 1jrae ' Ri _ . f;:' Cy��il.. 41.1i! �I; EI YIIS'>; MEN#lOD SI QH $')'..�11C11 �3=:. atiCll' '� n�9 tr tx4. 14; ko T(]P : >1 E 1. c)jords.. The 41:a9ona'1 nnelnl�l.�cIP4�"F..:; A/ 'i , OR ANI111;R 'ki> aCe41bs arl aka: �.o :one �c2ce of t,ie`b mem'be:r.- r. r . pQiry[11I,i�t,r>a tll/�klriro R �: ,. al tll rre4muthbe+ri:a1: tha`Iwma;iko : 1tl'�`�IIOp` 5 'EC E IElI H A1pinS st�p2?r dravAny:t37sho�s-rai}nus:t s ofanchoragc or restraints for FR(lELS , fi0 I; EN©T'NEER cp4do"otu latcral'¢laclug-'Aman6 dui 3s a rnsF'wbcrc tLa�vcb lateral bracing is :24P 4 NIT. . e ane7lAte by a dtagpnal;ki pet et 4 degF55� frol. a bartiznntil.planc. A 5 degree Ij e1{r>q'tor fru/,e, QR' ARIf'I'1tE'F . y1a dcvlatinaisuocntratiy Acccptltble ljlh�drvtahon {s gtwrcr 16sn:5,degrccx, a P an'x" •Ihe CLB.as-ell second dia&I;n41 Mace shall" - Mill as bolli`snds of Uiis dt§S9na1 sli C.: anc lsii M4iilr 2-.16d common nails. t_ FINK STYLE (JXAME?.Ll? AQ7ACENT .A1P. Nt,ItH!?Li,.)Fr�r�,.e_lkPES'..O#1'!li: n SfMii H••l:ll;r1 1'+i Rli,�;'IiRA",.7" / C = '``x.- - � TRUSSES �1� l<PQISIyMs xl,: 1}>*$Q{�4 afar lfPjUllN '1TIE. UN'1 ('3A & okflii tt S �+U�S of :,,call&): : TYT�G ) rn T .. •''Shaalhh�p , _ tle lySr{Ir)1nIP oJlsl'aPll ; s. 6: 9 3 t t "K+ol{ �0'If'F�IntjleMril.. '� , � • twY Rtiv.4njlfig :.r_ . ,... ' F rrWA�'11u4kliltp: ,+ (��• ``" - _ ,e�iv4n1111uou��ul4fel'_li�ece .� '1 a TM A. Y Conllnuuili lel.rsl`Iuuclnp. i ,- A" - `z • : ^ gpprl��Iq sldl} ut �yeu:Pf!�)nl� ` ; Can /aailan wah' • al r oV lylll 1 ` } ;:- s � . = .. � ao(�aalyr�til ahN{QKIrF,lRlily 1 - S . { �--i--Y--•1 r_.L��P511 {At4FVdl�r -„ ._ r � h '\ s `ttchlu�th {2).^14d nnilli "irk Pt ;vab-or, . tip Ltiuf�+bYj 'MOI:a th4n I, L[Ua w� deSendlq,�-I1Lus 7it�r lblr ''.Z$�OI+ m:: ts: :,; emu. urt 'S 9�� h� hc. 11 �• �.tF,::.,,. ; r�.:� „— � --•�;uc:�,yew:•• F- _ - p_ ( U This is a recommendation only. Permanent; lifa ..fir all structural elements and anchorage to accomplish bt311; .. .13.7 A. q AIfP P } "NE k the transfer of the loads to other structural elemenu ©foie building to achieve total structural integrity is theLB— ' responsibility ponsibility of the building designer per Flmrida l3utldis►g Code. ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • 'Haines City, Florida 33844 - (941) 422-8685 November 18, 1997 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Dave, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128" x 3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral .and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacings for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SPACING OF 0.129" X 3.0" PNEUMATIC NAILS 1.7" O.C. 2.5 3.3 4.2 5.0 5.8 6.7 7.5 - 8.3 9.2 10.0 10.8 l l.7) 12.51 13.3 Please note that 2-ply girders need to be nailed from one face only. Note: The nail spacing of 4" o.c. for web bracing to be the same for 16d common nails and for 0.128" x 3.0" pneumatic nails. Sincerely, ALP E •TEERED PRODUCTS, INC. r.. W . Finn, P.E. Senior Chief Engineer � Reoair 0elail THIS RLtAWING Sf E-C.1F-TES RFI'AIRS FOR A TRUSS WI1-11 CRACKFD VERTICAL. & DIAGONAL WEBS. (Rl ) 9ARNING: THIS DESIGN IS VALID. ONLY FOR A SINGLE PLY TRUSS WITH )AMAGED WEBS OF 2X4 SIZE AND #3 SO. PINE GRADE. IN ADDITION. 4.MAXIMUM OF i CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE 4LLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO' ,JOT COMPLY WITH THIS DETAIL. (B) = DAMAGED AREA, 0" MIN, to 12" MAX. LENGTH OF CRACK IN WEB. (S1 = (2) -2X4 SO. PINE #3 SCABS. MINIMUM LENGTH OF SCAR MUST BE 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 014E SCAB TO EACH FACE OF THE WEB WITH'A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4" O.C. STAGGERED. REFER.TO NAIL SPACING DETAIL.FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. 110d NAILS: pOUBLE ROW. STAGGERE01 4 BACK FACE 0 FRONT FACE TYPICR. 2' J- AGGEF T +T 0+ 0+ 0+ 0 + 0 + 3 V2` I O 1:(F C� + 0 + 0 + 0 +.0 L o R.C. —I NAIL SPACING DETAIL YP p p 17-71 I= c=I� ALPIN' p O [� YRUSS v o (R1) 11/5/97 ABE H I MPO R T A N T 1LALPIIE EIIDTNEERED PRDDUCTS..I�C._ W A R N I NRTRUSSE5 REQUIRE EXIRERE CARE SHALL HOT BE RESPONSIBLE FOR ANY III HANOLIHS. ERECTION AHD DEVIATION FRDU THIS DESIRS OR THESE SPECIFICATIOIHS. OR AHTf BRACING. SEE HIB-BI BY TPI. SEE THIS DESIGN FAILURE TD BUILD THE TWOS III COHFOAMAll: WITH OSTBB BY TPI. F04 ATWITIDHAL SPECIAL PERHAHERT BRACHHG RE ALPI E CON ECIDPS ARE RACE OF 20GA GALV. STEEL NEEtTHG ASIH °UTREIIEHTS: UNLESS OTHERWISE IWICATEO. TOP A446 GA B EXCEPT AS HOTEO- APPLY CORRECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PRPPEA TROSS'LM UNLESS OTHERWISE LOCATED O11 THIS OESICIL POSITION LY ATI ACIHEB PLYWOOO "SNEATHII$. BOTTOW CHORD CONNECTORS PER DRAWIIIGS 130., 150 D TBOA-F. DESTGH STANDARDS OUR PROPERLY AITACWEO RIGID CEILDIG, -- SEE COIFOPW W iPPLICABLE P110.11sIGNs Of IRIS C TPI. All EDGINEER-S ALPINE TECHNICAL IPOAIE (7/1/911 FOR PROPER SEAL Oil THIS OFIA01115 APPLIES TO TINE C7HPP4'100 DEPICIED W.RE IiRIWALL APPLICATION. YURHISH A COPY IF THIS 111 OILY. MID SHALL 1101 DE RELIED UPON TH AIIY OTHER WAY. DESIGN TO THE TRUSS ERECTIBII CRITAACTOO. ------------------------- Rev. 17.2m NOT To SCALE TC LL PSF CRACKED WEB'OETAI_ TC OL — PSF DATE 09 02/94 BC ❑L — PSF ORW HC25094073 L DEC 0 4 BC LL B PSF FL=ERG CL P(_v TOT . LD . L ('SF0; s Walter l'.'F�/LP'E' No. 22839 DUR.FAC. 9 COAr`TAIG pd All O (SCAB OH DETAIL - JWC / ) TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE USED FOR THE FOLLOWING: UP TO 140 MPH MAX WIND, 30-0 FT MEAN HGT, ASCE 7-98. ENC. OR PART. ENC BLOG, LOCATED ANYWHERE IN ROOF, CAT If. EXP 8 OR C. WIND TCOL=5.0 PSF, WIND BCDL=5.0 PSF. * ATTACH ONE SCAB TO FACE OF TRUSS WITH 0.128'X3' GUN NAILS AT 2' O.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 200# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPH DESIGNS, 300# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. ++ ALTERNATE LOADING: 55 PSF@1-33 DF: 50 PSF@T.25 DF: 37 PSF@1.25 OF THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2-0-0 OH MAX I L I I 1 i 2L MINIMUM PLT TYP. Wave TPI-95 Design Criteria: TPI STD **WARNING** TRUSSES REQUIRE EITREHE CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OHOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CH DID SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF TOES BE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, iNC. SHALL NOT 8E RESP OilSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES [N CONFORNAYCE PITH TPI: OR FABRICATING, HANDLItlG, SNIPPING, INSTALLING AND A�� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHERICAN fORES1 AN11 PAPER ASSOCIATION) AHO TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTH A653 GR40 GALY. STEEL, EICEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS, AMU UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIIIG Alpine !n mred Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ADas City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate ofAtitLorizetioo ff 567 ANSI YTP I 1.1995 SECTION 2. TY:1 v1� DEC 0 4 M Walter P. I`L u:, P.E. No. 22839 HI/l/-/-/-/R/- TC LL 30.0 PSF TC.DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD, ++47.0 PSF DUR SAC. 1.33 SPACING 24.0" REF R081--0 DATE 11/06/01 DRW HCUSR081 01310276 HC-ENG /JWC SEON - 24952 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS. DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X8 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. A 7A. 7 ALPINE ENGINEERED PRODUCTS. INC. POMPANO BEACH. FLORIDA PRIOR TO 'HE CARE IN HID-91 WAN S DESIGN TO THE BE RESPONSIBLE ISSES IN CONFORI ACING OF TRIME 4AL DESIGN SPEC T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB . MEMBER LENGTH. , SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 679,640 LADLING, SHIPPING. AND BRACING). PUBLISHED ADISON, WI. 53719) FOR SS OTHERWISE INDICATED. AND BOTTOM CHORD SHALL TION CONTRACTOR. ALPINE DEVIATION FROM THIS H TPII OR FABRICATING, GN CONFORMS WITH PUBLISHED BY THE [TORS ARE MADE tu( 20GA [IRS TO EACH FACE OF ANCE OF PROFESSIONAL IESIGN SHOWN. THE OLDING Is THE SECTION 2 V 0 4 • - Walter P. Finn P.E. No. 22839 TC LL TC DL BC DL BC LL TOT. PSF PSF PSF PSF PSFi REF CLB SUBST. . DATE 06/25/99 DRWG BRCLBSUB0699 —ENG MM/KAR /T QS� DUR. FAC. SPACING (ASCE7-98 GABLE END OFTATIS .130 MPH FXP R FNC ) 130 MPH WIND, 30.00 FT MEAN HGT, EXPOSURE B,ENCLOSED BLDG, ASCE 7-98, CAT II SEE APPROPRIATE ALPINE DRAWING FOR LUMBER,PLATES AND OTHER DATA NOT SHOWN HERE. (*)GABLE STUDS, ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES. SEE CHART FOR SPACING OF GABLE STUDS. PLATES MAY BE 1X4 FOR 1'6" STUDS. (**) 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH W2X4 ALPINE PLATES. ALL (**) GABLE STUDS REQUIRE "T" BRACING. "T" BRACING MUST BE TOENAILED TO GABLE STUD WITH 0.131"X3" GUN NAILS AT 4" O.C. PLUS A CLUSTER OF 0.131"X3" TOENAILS AT THE TOP AND BOTTOM CHORD.SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. NOTE:TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. +PLATE AS REQUIRED ON APPROPRIATE DRAWING. NOTE:GIRDER HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN TO THE FLOOR & ROOF SHEATHING DIAPHRAGMS. CONNECTIONS & DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE I/ BUILDING DESIGNER. / 2X4 - BOTTOM 2X6 'IT' BRA VTFW BRACE ++ ++ TOP OR BOTTOM CHORD OF GABLE TRUSS. THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ---------------------------------------=-------------- _ * STUD MUST BE ATTACHED TO TOP AND BOT. CHORDS ONLY = = GABLE STUD SPACING MAX.LENGTH = = 2X4 SO. PINE #3 24"O.C. 3'- 11" _ = 2X4 SO. PINE #3 16"O.C. 4'- 5" _ = 2X4 SO. PINE - #3 12"0_ - -- _ -.C. 4'_ 10" ------------------------------------------------------ _ ** STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL = _ "T"BRACE REQUIRED SPACING MAX.LENGTH = = 2X4 SO 3 2 " S.-III,_ - 7 3- _ -2X4 SO.' PINE #3 12"O.C. 8'- 0" _ = 2X6 SO. PINE #2 N 24"O.C. 10'- 3" _ = 2X6 SO. PINE 42 N 16"O.C. 111- 8" _ = 2X6 SO. PINE #2 N 12"O.C. 12'- 10" _ I ' ++ (4)-0.131"X3.0" TOENAILS. �� PLYWOOD SHEATHING CEILING I 24" O.0 MAX. SEE ABOVE SPAN REQUIRED OF GABLE O.H. Note: .All Plates Are W2X4 Except As Shown. PLT TYP Wave TPI-95 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 D'ONOFRIO DR., SUITE 200, MAp150N, kI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTH ERN ISE IN)ICATED, TOP CHORD SN ALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FUR NISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE -FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, be. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. III SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization # 567 ANSI(TP1 1-1995 SECTION 2. 19.5a IQ�. Walter P. Finn, P.E. No. 22835 HI/-/1 TC LL 30 or 20 PSF TC DL 15 or 20 PSF BC DL 10 or 10 PSF BC LL 0 or 0 PSF TOT.LD.55 or 50 PSF DUR.FAC. 1.33 or 1.25 SPECIAL GABLE END TRUSS . I I a Scale=.3125"/Ft. REF R081--0 DATE 10/23/01 D R W HCUSR081 01306184 HC-ENG /JWC SEQN - 24104 FROM HC GABLES - 130 MPH, ASCE 7-98, EXP B, ENC.) 1.30 MPH WIND, 30.0 FT MEAN MGT, ASCE 7-98, ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDLa5.0 PSF. + FOR VERTICAL WEBS NO MORE THAN 4'0": W1.5X3 FOR VERTICAL WEBS GREATER THAN 4'0': W2X4. * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. ** 2X4 OR GREATER CHORDS. DROP GABLE WILL SUPPORT 4'0' OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C_, OR THE LOAD FROM 12' PLYWOOD OVERHANG (NOMINAL HEEL GABLE). THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOT' AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER_ THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. ++ 7/16.MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. BRACING DEFINITIONS: NOTE: 'END ZONE' EXISTS 18' AT BOTH ENDS OF VERTICAL WEB. (A) (1) 2X4 SP #3 -L' BRACE. ATTACH WITH 0.128'X3' NAILS @ 2' OC. IN END ZONES: 4' OC. BETWEEN ZONES. (B) (2) 2X4 SP #3 'L' BRACES, ATTACH EACH WITH 0.128'0' NAILS @ 3' OC, IN END ZONES; 6' OC. BETWEEN ZONES. (C) (1) 2X6 SP #2 N 'L' BRACE. ATTACH WITH 0.128'X3' NAILS @ 2'. OC_ IN END ZONES; 4' OC. BETWEEN ZONES. (0) (2) 2X6 SP #2 N 'L' BRACES. ATTACH EACH WITH 0.12843' NAILS @ 3' OC. IN END ZONES: 6' OC. BETWEEN ZONES. STUD SPACING/ BRACING TABLE: 2X4 SP #3 DEFLEC- (1) 2X4 2) 2X4 1) 2X6 ( ) 2X6 ST11D TION NO `L' BRACE L' BRACE L' BRACE ' BRACE SPACING CRITERIA BRACE TYPE (A) IYPE (B) TYPE (C) -YPE (0) 24" L/240 3'10' 7'7' 9' 6' 12' 3' 4' 0' 24' L/120 4' 5' 7'7' 0' 3' 12' 3' 4' 0' 16" L/240 4' 4' 9'2' 10,11, 14' 0' 4' 0" 16' L/120 5' 6' 9'3' 2' 8' 14' 0' 4' 0' OVERHANG DETAIL LADDER W/ TRUSSES @ STEPS @ 24" OC, 24" O.C. 1-0 + (TYP) INCLUDES MAX FASCIA REFER TO TABLE FOR BRACING REOuIREMENTS. *� ALT. GABLE SHAPES: -- ** Over Continuous Support U=125 PLF C Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:l HI 1 - - - Scale =.375" Ft. **WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO His 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, YI 53719). FOR SAFETY PRACI ICES PRIOR TO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SIIALT. HAVE P0.0PEALY ATTACHED T C L L T C D L P S F P S F R E F R 0 8 1-- 0 DATE 11102101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT' . IMPORTANT'. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RE SP0HSIBLI FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO - ' BC D L P S F D R W HCUSR081 01306241 H C- E N G / J W C ALPINE Alpine Engineered ProdUCt$,111C. Haines City, FL 33844 FL Celti6cate ofAuthoTization # 567 BUILD THE TRUSSES IN COHFORMAMCE MIT" TPI; OR FABRICATING. HANDLING, SMIPP[MG, INSI"ALLIN6 AND BRACING BF TRUSSES. THIS DESIGN COUFORMS WITH APPLICABLE PROVI510 S OF NOS (HAT ]ORAL DESIGN COHN E CTORSION ARE P MADE SOFD20GAT HE ASTMM1,653AGR40REST GALV. STEEL, EXCEPTAND PAPERI AS I NOTED. T LPINE APPLY PIACONNECTOR$ TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A 7. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND IISE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. r " ` Wafer P. Finn. No. 2283 9 P,,E . - BC L L TOT . L D. 60.0 P S F P S F S E Q N - 24860 p U R . F A C . 1.2 5 SPACING 2 4.O " L � TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N (NOTE: LUMBER TO BE SP #3 FOR 1'0" THROUGH 3'0" JACKS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. ** (3)160 COMMON OR (3)0.128"x3" GUN NAILS,TOENAILED. * (2)16D COMMON OR (2)0.128"x3" GUN NAILS,TOENAILED. —2-0-0 =�E TRUSS SPAN —� (SEE TABLE) 1I1IZ) urn. rrctrantU tRUM LL,mrmt1( INrUI (LUnlu a D1r211211VN3) 3UUM111CU — ASCE 7-98, 30.00 FT MEAN HGT, LOCATED ANYWHERE IN ROOF, CAT II, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.(SEE TABLE) JACKS LIP TO AND INCLUDING 4'0" MAY BE CANTILVERED 8 MAX- MAX BLDG LOADING REACTIONS SPAN MPH EXP R1/U1 8'0" 120 2 a,b 594/280 7'6" 130 1,3 b,c 632/550 7'0" 140 1,3 b,c 607/640 1=CLOSED BUILDING, EXP C 2=CLOSED BUILDING, EXP B ** 3=PARTIALLY ENCLOSED BUILDING, EXP B TCLL/TCDL/BCDL/TOT/DF a=20/15/10/45/1.25 T/ b=20/20/10/50/1.25 c=30/15/10/55/1.33 C C�� I R=R1 U=U1 W=3.5" (SEE TABLE) l� PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.52a OTY:1 HI 1 - - - Scale =.375" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L P S F R E F R O B 1-- D BRACING. REFER TO HIB 91 (HANDLING 1NSTALLING AND 8RAC,1NG), PU8LR1SHED 8Y TPl (TRUSS PLATE INSTITUTE, 503 D'GNO FRIO UR., SUITE 200, MA O 150N, H[ 53719), FOR SAFE7Y PRACTICES PRIOR TO S E E 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDIC ATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C O L ABOVE PSF DATE 1 2 D 3/ 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 D L TABLE PSF D R W HCU SR081 01339110 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIAT ION FROM THIS OES16N; ANY FAILURE TO BUILD THE TRUSSES IN CONFOR14ANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND B C L L PSF H C - E N G / J W C A L P I N E BRACING Of TRUSSES. THIS DESIGN CONFOR HS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE DECTOT . L.D. P S F S EON - 10579 CONNECTORS ARE 14ADE OF 20GA AST14 A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO LE0 4 D EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Walter P. F'lTlll, S ,E, ORAWIHGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING _ D 11R . F A C . FROM M D C Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS HainesCiI ,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. 22839 SPACING 24" D.C. �� FL Certificate of Authorization k567 ANSI/TPI 1 1995 SECTION 2. 11 _.._ .. ... _...... .._. .- ........ ........ a 111".—lnl.11 rnn 1.11'1 iC ll 11V I U I I C C, IIf It t111rJALN 11C JAIL - ITr ILAL n l i'JALK/K I U L)JALK) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SBC UPLIFT CHART MEAN HEIGil T WIND SPEED DEAD LOAD LOCATION 0.0' 9.83' 30 100 10 _ V _3701 30 100 15 2)0 30 110 10 4809.540# —0fi 30 110 15 73 390,# ENCLOSED BUILDING, 30' MEAN HEIGHT MAX. ASCE 7-93 UPLIFT CHART MEAN HEIGHT WIND SPEED DEAD LOAD LOCATION 0.0' 9.83' 30 110 10 600# 600# ENCLOSED BUILDING, 1-1.06. EXP. - C I IIIa uP1U 1'I11. 1'A 11 CU [n I'll VUI'l l"111111 11111,1 11..nr+ u ,•...I..-...... -I . HIPJACK SUPPORTS 1- 0- 0 SETBACK JACKS WITH No WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. IN LIEU OF BEARING WALL, PROVIDE 3-160 TOENAILS OR PROVIDE A HANGER ON BOTT014 CHORD FOR 819#. R1 W3X4(Al) —2-9-15—� 9.10-1 R'-695 W-2.00' MINIMUM — TOP NAIL BEARING BOTTOM NAIL BEARING ALTERNATE BEARING WALL R-8199 W-2.00" MINIMUM (I R1 AP 11/18/99 PLT TYP. Wave TP1-95 Design Criteria: TPI STD 19.0a9 FL 10 3 R Scale —.375" Ft. "WARNING" IAUSSIS AIOUTAE IAIAENI CARE IN FABRICATION. IIANDIING. S11lPPlRG. INSIA111NG AND T C L L 30 OR 20 PSF R E F R 0 8 1-- 4 0 9 6 0 UN ACING. AlIIN lU NIY YI 01ANDI IN6 INSIAlt ING ANTI bRALINGI. 1'UUI ISHIO UY Ill (1NUSS PI All C P[AIOAHING 1HESII'FUMC110N5'RUNIISSI01111ANIS10INDOI Alto. 10PICHORDISUAIIINA 1 111ROPIYIN AIIACHID TC DL 15 OR 20 PSF DATE 03/17/99 1121UAAl PAN( IS, 00III)a C110Ni1 SHAII RANI A PAOP[RIY A11AUrt0 RILIO CUEING. "INI'ORrAlll" IURNISII A CUP, UI ills I1ISIGN TO lilt INSIAIIAIION CONI.IACIUq. AIPINt INGINIIRID BC OL 10 PSF DRW HLOSRnfll 99076001 PY 0f1UC15. INC. S1,AtI NOI UL AI SPONSIBIE 100 ANY 0IYIAIION (ADM INIS DI SIGN; ANI rAII'.( 10 NU110 IHI IgUfU S IN CONIGAHANCI YI111 IYI: UN IANRICAIING. IIAYOIING,-SNIPPIII; 1N51AlIING AND B C L L 0 P S F H C- E N G J W C/ A P ALPINE RA SPIAC IYL 01 TAUS Sf S. INIS O(SI GY CONE OA xS YIIN APPI ICARI( PAOYISIOMS UI NDS (NATION AI D[SIGN [ON NI CI0451 AAI Pubi H A0L10T Oi0G AI ASINHA6i 3AG410RGAIY ISI AND SI[[I. IE C[p II ASAI I NU It DMU I.P. APPITACONkICIORS TO DECEQ'"L TOT .LD. 55 OR 50 PSF SEQN - 16212 ZM IACII [ACE Or TRUSS, ANU UNI(SS OINEAYIS[ IOCAI(D ON IIIIS DESIGN. FUSIIION CONYECIORS PER Walter P. Finn, P.E. CRAVINGS 160 A I. 1N1 SIAI ON IIIIS IIAAViNG 1NDICAIIS ACCIP1AN61 UI P4UIISSIONAI IYGINtIRING EORAC. 1.11 OR 1.25 FROM SFP Alpine Engineered Products, A[SPONSIBIIIlY SOl[lT TOR Ill TRUSS [UHPOYLNI OtSILN SIIUYY. h1l SUIIAtlI11i, ANO U5E UI lMIS N0. 2283 9 Haines City, Fl. 33844 CDMI'm TOR ANY PAN11CULAII NDIIDING IS EMI A[SPDMSIBIIII1 Or luI UUIIIIING DISIGNIA, PIA ANSI/IPI 1.190 S[CIION 1. ;;-I; 0 / FILLER DETA + BC ABOVE FILLER RUST BE LATERALLY BRACED AT 4 13" o.L. WITII 2X4 13 ILEN-FIR OR BETTER CONTINUOUS LATERAL BRACING. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. NAILS; 0.131" X 1.375" TRUSS RAILS OR EQUAL. CIRCLED NUMBERS SHOW NAILS REQUIRED ON NEAR FACE, SANE NUM ER REQUIRED ON FAR FACE. SEE DRAWING 142 FOR TRULOX INFORM T10N. +t 2X4 12 SO. PINE, IIEM-FIR, SPRUCE -PINE -FIR, FIR LARCH OR BETTER FILLER BOTTOM CHORD NOTE: VERTICAL FILLER LUHBER TO BE 2X4 13 SO. PINE, FIR -LARCH, ITEM -FIR, SPRUCE -PINE OR BETTER UNLESS OTHERWISE INDICATED. DETAIL FOR ATTACIHENT OF PREFABRICATED FILLER. ALTERNATE LOADING: TC LL 20.0 PSF TC DL 20.0 PSF BC OL 10.0 PSF TOT,LD 50.0 PSF DUR. FAC. 1.25 SPACING 24.0" 1E H ff 3X4 3 12 4.0" MAX 3X4 2X4 (TYPICAL FOR FILLER VERTICALS TRULOX FILLER I LENGTH TRUSS SPAN �ANTILEVER �I L 2X4 TYPICAL FOR FILLER =EOUIREOUIREU FILLER LENGTH TRUSS SPAN PLATE -ALPINE TPI95 DESIGN CRIT=TPI OTY = i TOTAL = 1 C_-1 C= p O p Ci KKWARNINGxK TRUSSES REQUIRE EXTREME CARE IN HANDLING, SHIPPING. INSTALLING AND BRACING. I REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHEO BY IPI (TRUSS PLATE o p p C-71 rI INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200, MADISON. WI 537191. FOR SAFETY PRACTICES PRIOR C= p p p TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RTG1D CEILING. C1 CIDp O xxINPORTANTxx FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL IaOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: o f 0 ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR HANDLING. SHIPPING, ALPINE p INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVIST0145 OF NOS )NATIONAL GESIGI SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) p p AND TPI. ALPINE CONNECTORS ARE I4ADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. CJ p APPLY CONNECTORS TO EACH FACE OF TRUSS .AND. UNLESS OTHERWISE LOCATED Oil THIS DESIGII, i TRUSS POSITION COrll•IECTORS PER DRAWINGS 130. 150 AND 160 A-F. All ENGINEER'S SEAL ON THIS G_1 C7 p DRAWING APPLIES OHLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN AN'f OTHER WAY. FL/O/1/0/E/-/- REV. TC LL TC DL BC OL 4 BC LL TOT.LO. Walter P. Finn, P.E. OUR.FAC No. 22839 - 9 VERTICALS SPACED @ 4'0" O.C. MAXIMUM. " 2X4 TRULOX 0 4'0" O.C. REFER TO APPROPRIATE DESIGN FOR LUMBER, PLATES, AND OTHER DATA NOT SIN)NN HERE. B. C. OF SUPPORTING TRUSS MUST BE LATERALLY BRACED P 24" O.C. OVER CANTILEVER AND ADJACENT B.C. PANEL IN MU OF A RIGID CEILING, UNLESS OTHERWISE INDICATED OH APPROPRIATE DESIGN.. CANTILEVER, LENGTH,AS REQUIRED, NOTE: PIGGYBACK SPECIAL PLATES (SEE DWG. 847,045) MAY BE USED INSTEAD OF'2X4 TRULOX: PREPLATED TO T.C. OF FILLER AND FIELD APPLIED TO STRUCTURAL B.C. OF TRUSS. �X 4'0" MAXI VERTICALS SEO = 19237 0 17,3wi SCALE=0.2500 30.0 PSF REF _ 15.0 PSF DATE _ 06/17/97 _ 10.0 PSF DRWG 1, 157, 413/A 0.0 PSF HC API k 55.0 PSF O/A LEN . _ 1.33 24.0" TYPE JDl): DnTTDbt FII.I_t_fl (IrPAIR RECOMMCNDED REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. TRUSS LOADING 4(-* R2 2. APPLY NEW 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB TO BOTTOM 30 PSF LIVE LOAD TOP CIIDRD CIIDRD AND FILLER WITH (3)-16d NAILS EACH END OF VERTICAL. 15 PSF DEAD LOAD TOP CHORD 3, PEAL BACK TIIE PLATE OFF THE TOP OF EACH VERTICAL IN THE 10 PSF DEAD LOAD BOTTOM CHORD UNNEEDED LENGTH OF FILLER. 55 PSF 7o7nt_ LOAD @ 1.33 DURATION OR- 4. CAREFULLY BEND BACK THE PLATE OVER THE WIDE .FACE OF THE BOTTOM CIIDRD FOR CLEARANCE OF NEW CEILING. 30 PSF LIVE LOAD TOP CHORD 5. CUT UNIIIEEDED LEIIGTH OF FILLER OFF AT EDGE OF VERTICAL SCAB. 7 NSF DEAD LOAD TOP CHORD 10 PSF DEAD LOAD BOTTOM CHORD 47 PSF TOTAL LOAD @ 1.33 DURATION Rl NOTE: BOTTOM CHORD FILLER MAY BE COMPLETELY REMOVED BEING CAREFUL TO FOLLOW PROCEDURE 93 ABOVE. ALTERNATE LOADING: TC LL 20.0 PSF �IN DIAMETER AND 3" IN LENGTH. � - R2 NOTE: GUN NAILS MUST BE 0.131 TC OL 20.0 PSF / BC OL iQ Q PSE ++ -FIELD APPLIED FILLER. REFER 70 DRAWING A115/R FOR TOT.LD 0 PSF ADDITIONAL FILLER DETAILS: R4 SPgCTNG 24.0 _ R2 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB. ��ATTACII 70 BOTTOM CIIDRD AIID FILLER WITH (3)-16D GUN NAILS IN EACH. (N) N FILLER 1 N _ ^ 0FTOM CIi0R0 �c 1-E1IGTII 70 CUT OFF FILLER. EXISTING FILLER 1 ------ TRUSS SPAN OVER 2 SUPPORTS PLi Fyp- Al WING TPT 95 CR�+> FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR---. ALPINC 1110111EC"90 P"U'UCli, 11e' 1n1155Lf nEIIInrIC [A 111[nE Cary c7 1= wK IIAPORTANTH R SuIL rN11 BE PESPU1111"LE 10n Ulf WARNING 111 11-m IIIC, (nlCllal lltl [== oEYll11U11 fIN,N luls UISIGI WI lIILSE SPECIEICLItmIs, On A11Y 0nAC111G, set: 1110-01 of IPI. SEC In11 KIM$ L O� lAII.IE to Hullo U•E Ill"d IN CorPOnNa11CC Ulf., OSlaa BY 1pl IOC 10olllw ILL fPCC1AL f. Immes.1 nnAc II4 PE y_ ALPIIE CON1EC16" APE "'of of 20Ga Git"" self" nECltlp AS1N ,Pllnf /IEIIIS, O <L1f AALLf 16E 111ne[I., m IIP Aa Yti G11 A LACY1'I AS 11011U. uwLf COINI(C.Iw1S 10 CA[ll fAC[ Of C,bnO SILLII tlE LallllAlL'f unxCCP N1111 CI En [��'d4VO 4 ?1rU3 C_UN115 uq IAP [GS tlU1LPAl SE L0[A IfU ON 1415 U[SlCll PUSlllwl LY IIIACINO PL IY000 .11CtllllllC, 00110N CIVIL) � 11461 sin 1•(o w,ap IIN:S 170, ISf 1 I.e. nC11Wl f1116"Ills YI 111 Pllot.0%.( At 11C1V0 n161U Ct It llpi '�� 111 (11011 V'fll f AI PIIN; IlL'IYIICII. LOV-14: II/1/P11 fu111N1oPtn Ewa 01Y1 Y/API'L(Uo1C INNIVISIWIS U( 1V1S (1PI. WalterP. Fum P.E. o ,Lae. w1 IN,. Ir1aplla +1 Ilf IU LN: CUw%,I A UUVCIL0 IQ,1( alfpAtL Arv1.ICL11811, ft"061SN A CWI W luls (ICSIGII-IO 11( 11.1s1 IIN LI f1Y1 r.IP,111A1: 11Y1, NO 22839 'A '� 111 UIt Y, ha) :Idle 1(11 111' PII Il1I IMNUI 111 IUI U11�,n MAY. AI! III'i111111 f. IIPII IIAIIN101 IlYSIM M14:1I IC/I I1,11 IIPI Nf.1111 I.Ip r.I1V Y.I IYI j24 V& ReY 3 (3 ��113 R3 R P p E ✓ 2-/ 141 q4- R2 REV. WLB 3/25/93 RI REV. WLB 3/11/93 . R4- R1=d L _412.1. 3 DESIGN CRIT:TPI REF BC .FILER . R TC LL NN PSF DATE OV J 7/90 TC DL It" PSF DR146 884,132 BC DL NN PSF FIC-ENS DAL TOT.LD. NY PSF ' DUR.Fnc. —' — --' 5)13A�C�.1 24.0" TYPE V� (4U11L3-nrI4/ML4/VU.5 lybbl - bb) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.295' �BOSTON HIP SUPPORTS 2-0-0 JACKS TO BC. TC SUPPORTS 0-6-0 OVERHANG. W4X4 = 4. "'- t—/ — W6X6 THIS UWG PREPARED FRUM CUMPUIER INPUT (LUAUS 5 UIMENSIUNS) SUBMIIILU BY IKUSS MhK. 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. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W4X4(D7) 1� L~ 10-0-0 _I_ 9-11-4 _I % 0-3-8 -T- A,-9-4-0 19-11-4 Over 2 Supports R=926 U=180 W=6" R-849 U=180 W=5.25" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:1 HI 1 R - Scale=.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-9] (HANOLI1G INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0. 0 P S F 11, R 0 8 1-- 3 2 9 4 1 INSTITUTE, 583 D'ON OFRIO OR., SUITE 200. MAOISO N, N1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 01122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 02022655 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH I 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. III IS DESIGN CONFORMS HITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B C L L 0.0 P S F H C E N G MAC / MM A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE DEC Q 4 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 DALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO - _ T O T-. L D. 3 7. 0 P S F S E Q N - 23865 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PER Walter P. Finn DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING , P.E. D U k .F A C . 1.2 5 FROM W B Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. 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 FL Certificate of Authorization k567 ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE (30321-5H4/M24/P03 1965D,F - B1) 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 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.553' (DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. R=794 U=336 W=6" 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. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC ' W4X4 = W4X4(D7) -0-0 _I_ 9-11-4 0 0-3-8 � �9-4-0 19-11-4 Over 2 Supports R=735 U=264 W=5.25" PLT TYP. Wave TPI-95 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 TP[ (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR SUITE 200, MADI SO N, YI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO ICATEO, 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 PITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ALPINE BRACING OF TRUSSES. THIS DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) A N 0 TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. 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 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 19.5c JCO Walter P. Finn, No. 2283•9 QTY:2 HI 1 - - R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF P.E. DUR.FAC. 1.25 i SPACING 24.0" bb Scale=.3125"/Ft. REF R081--32419 DATE 01/22/02 DRW HCUSR081 02022595 HC-ENG /JWC SEQN - 23827 FROM WB (30321-5H4/M24/PO3 1965D,F - AGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T4 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N :82 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W2, W3, W4, W5, W8, W9, W11, W13 2x4 SP #2_N: :W12 2x4 SP #1 Dense: SPECIAL LOADS (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 15.67 TC From 101 PLF at 15.67 to 101 PLF at 30.00 TC From 54 PLF at 30.00 to 54 PLF at 41.00 BC From 20 PLF at 0.00 to 20 PLF at 40.00 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 TUECE cvcTIu ­ 111, nrcnn•icint, . V ­ ­c - -- DESIGNER. + MEMBER TO BE LOADS. BRACIP W3X8(B1) 1-0-0 W4X8 P0111KII W8X8 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL — 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND 0.31 DUE TO DEAD LOAD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.60" DUE TO LIVE LOAD AND 0.50 40-0-0 Over 2 Supports W4X12 20-0-0 W5X5(A2) 1.0.0 DUE R=1822 U-917 W=6" R=1919 U=966 W=6" Note: All Plates Are W2X4 Except As Shown. PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:1 HI 1 - R - Scale *STALLIG AND BRAG RACING. 26FERBTOEHIBE911R(HANDLING INSTALLING E EXTREME CARE IN FABAND BRACING), PUBLISHEDIBYITPI ING. SHPPNG.1N(TRUSSBPLATE TC LL 20.0 PSF REF R081--32415 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADI SOX, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE-1NOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 01122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. . **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE IB STALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSRO81 02022592 PRODUCTS, INC. SHALL NOT BE RESAN CPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BRNG AND ACBUILBINGHOFTRUSSES TRUSSESIN CONF THBISMOI IGNICONFORMI WITHAAPPLICBRICATI PROVISfONSSOFPNDSG(NATIONALNSTALLIDES[GN BC L L 0.0 PSF H C- E N G / J W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPI7NE CONNECTORS ARE MADE OF 20GA ASTM A6S3 GR40 GALV. STEEL, EVCEPT AS NOTED. APPLY CONNECTORS TO DEC Ci TOT.LD. 37.0 PSF SEQN - 23816 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 `Halter P. Finn, P 1, D U R . FA C . 1 . 25 FROM W B 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. 22.83 9 ANSI/TPI 1-1995 SECTION 2. -.. SPACING SEE ABOVE (30321-5H4/M24/PO3 1965D,F A1A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W4, W11, W12 2x4 SP #2 N: CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W3X8 (B1) = 1-0-0 W4AO W6X6 = W6X6 20-0-0 L[:]:{:Im 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. 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. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC +9-4-0 w3xiz W3X8 (B1) 20-0-0 1-0-0 sw fE 40-0-0 Over 2 Supports R-1534 U=619 W=6" R=1534 U=619 W=6" Note: All Plates Are W2X4 Except As Shown. PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:2 HI 1 - - R - Scale =.125" 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 R0 8 1-- 3 2 4 1 4 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR I0 OR., SUITE 200, MAD ISO N, YI 13111). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0THERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ' T C DL 7 .0 P S F DATE 01122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 02022591 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND S (NATIONAL DESIGN B C L L 0.0 P S F H C- E N G / J W C SPECIFICATION PUBLISHED 8Y THE AMERICAN FORESTVA ND PAPER ASSOCIATION) AND TPI. ALPINE D(�EC(� TOT.LD. 37.0 PSF SEQN - 23772 CONNECTORS ARE MADE OF 20 GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •°�-A+ V EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finn, P.E. DUR. FAC. 1.25 FROM WB AIplI1C Engineered Products, Inc. RESPON SI8IL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOY N. THE SUITABILITY ANO USE OF THIS Halnts City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. 22839 ANSI/TPI 1-1995 SECTION 2. - - SPACING 24.0" (30321-5H4/M24/PO3 1965D,F • Al) 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 :W4, W5 2x4 SP #2 N: I(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. JIN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC W6X6 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 8.0% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. *8-0-0 W3X8(B1) = W4X4 = W6X6 = W6X6 _=W4X4 = W3X8 B1 1-0-0 1-0-0 20-0-0 _�_ 20-0-0 I 40-0-0 Over 2 Supports R=1534 U=619 W=6" R=1534 U-619 W=6" 3� P LT TYP. Wave TPI-95 Design Criteria: TPI(STD) A04 BC LL 0.0 PSF HC-ENGS/JWCOzDECTOTLU. J7.0 PSF SE�N - 23704nlp�e�sm�,edP�n,�w.u�X:��xvwii'oi°soo:1Ps:o::`"`Fsuv:eiii�0:ioWalter Y.Finn, Y.E. BUR. FAC. 1.25 FROM WBHevieqry,FL 33844Fauuo�xi�s�x�`wcsroxsiaw�i�ar�ieieu�imxoo�sisw�a�viallo. 22$39 19.5< �TY:15 HI 1 - - R - Scale =.125' Ft. A.ALPINEoi`i���io:uoesi� °i"px:en'iiii iiii.ii�ei°iio ei:�i�e��XOr INSTALLING 583 mr �n�ax u�EaF iixi�ign TC TC BC LL DL DL 20.0 7.0 10.0 PSF PSF PSF REF R081--32406INSTITUTE, DATE 01/22/02 DRW x -- (30321-5H4/M24/PO3 1965D,F - A2) 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 :W4, W5 2x4 SP #2 N: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. W6X6 = W6X6 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. CALCULATED HORIZONTAL DEFLECTION IS 0.35" DUE TO LIVE LOAD AND 0.15" It DUE TO DEAD LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W3X8(B1) - W4A4 = wbxb = wbxb = W4x4 = 0X8(B1) 1-0-0 1-0-0 L 19-0-0 °.9 19-0-0 L= 40-0-0 Over 2 Supports R=1534 U=623 W=6" R=1534 U-623 W-6" PLT TYP. Wave TPI-95 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, 683 D'ON0FRIO DR., SUITE 200. MADISON, WI 63119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE B0.ACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 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 ANSI/TPI 1-1995 SECTION 2. ca / 1 LJ 19.5c OTY:1 DEC 0 4 M Walter P..Finn, P.E. No. 22839 01 HI/1/-/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.125"/Ft. REF R081--32405 DATE 01/22/02 D RW HCUSR081 02022583 HC-ENG /JWC SEQN - 23707 FROM WB (30321-5H4/M24/PO3 1965D,F - A3) 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 :W4, W5 2x4 SP #2 N: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. W6X6 - W6X6 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. CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W3X8(B1) - W4A4 = WbXb = WbXb = W4X4 = W3X8 B1 1-0-0 1-0-0 L,-17-0-0 6-0-0 17-0-0 40-0-0 Over 2 Supports R=1534 U=631 W-6" R-1534 U=631 W=6" PLT TYP. Wave TPI-95 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 D'ONOFRIO DR.. SUITE 200. MADI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 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 MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHE0.WI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON IN IS 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 ANSI/TPI 1-1995 SECTION 2. 19.5c OTY:1 l DEC CZ 4 � I Walter P. Finn; P.E. No. 22839 HI/1/-/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 0"7 ('R Scale=.125"/Ft. REF R081--32407 DATE 01/22/02 DRW HCUSR081 02022597 HC-ENG /JWC SEON - 23710 FROM WB (30321-5H4/M24/PO3 1965D,F - A4) 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 :W4, W6 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6" OC. (DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W6X6 = W2X4 III W6X6 = 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 4 (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. WH8 (B1) = W'A4 m W4A4 = W5X8 = W4X4 = W2X4 m W3X8 (B1) 1-0-0 1-0-0 (_ 15-0-0 10-0-0 15-0-0 0-0-0 Over 2 Supports R=1534 U=638 W=6" R=1534 U=638 W=6" \`J PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:1 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 13719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE- I NDICATED, 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 8Y THE AM ERICAN FOREST ANDPAPER ASSOCIATION) AND TPI. ALPINE DEC n 4,• T CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 6s EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DE STGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P, Finn, P2, 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. 22839 ANSI/TPI 1-1995 SECTION 2. -. HI/1/-/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Py Scale REF R081--32408 DATE 01/22/02 DRW HCUSR081 02022585 HC-ENG /JWC SEQN - 23716 FROM WB (30321-5H4/M24/PO3 1965D,F - A5) 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 (DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W5X5 - W4X4 = W5X5 - W3X8 (B1) - W4X4 = W6X6 - W6X6 - W4X4 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 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. W3X8(Bl) 1-0-0 1-0-0 L 13-0-0 14-0-0 13-0-0- !< 40-0-0 Over 2 Supports R=1534 U=645 W=6" R-1534 U-645 W=6" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:1 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO D0.., SUITE 200' MAOISO N, WI 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 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, SH iPP ING, INSTALLING ANO 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 DEC 0 4 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO V 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 Walter P. F,i in, P' Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS E. Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. 22839 ANSI/TPI 1.199S SECTION 2. -- HI/1/-/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Dd3 Scale=.125"/Ft. REF R081--32409 DATE 01/22/02 D RW HCUSR081 02022586 HC-ENG /JWC SEQN - 23727 FROM WB (30321-5H4/M24/PO3 1965D,F - A6) 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 IIN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. W6X6 = W2X4 III W4X4 - W6X6 - W3X8 (B1) - W5X5 - W3X8 = W4X4 - W5X5 - 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W3X8(B1) 1-0-0 1-0-0 11-0-0 I 18-0-0 I 11-0-0 fE 40-0-0 Over 2 Supports R=1534 U=651 W=6" R=1534 U-651 W=6" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c 0 *"WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 100, MAD ISO N, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE 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 KITH III: OR FABRICATING, HANDLING, SNIPPING. 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 IIi-l� r1 4 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO YLI� V ww 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 Walter P.- Finn, P. Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1lalnes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. 2283 9 ANSI/TPI 1-1995 SECTION 2. -.. -.-_.. _--.. . TY:1 HI 1 - - R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD.. 37.0 PSF E. DUR.FAC. 1.25 SPACING 24.0" �rjl a'-3 Scale=.125"/Ft. REF R081--32410 DATE 01/22/02 DRW HCUSR081 02022587 HC-ENG /JWC SEON - 23739 FROM WB (30321-5H4/M24/PO3 1965D,F - A7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W5 2x4 SP #2 N: I(A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR. (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W7X4 ` W6X6 = W2X4 III 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. W5X5 = W6X6 = W2YA �n W4X4 = W5X8 W3X8(B1) 1-0-0 jw WWWO] R=1534 U=657 W=6" W04 = W5X5 22-0-0 �U W3X8(B1) 1-0-0 9-0-0 -0-0 Over 2 Supports R=1534 U=657 W=6" PLT TYP. Wave TPI-95 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 D'ONOFRIO OR., SUITE 200, MAD i50N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNL E 55 OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **1 MPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND .BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OES IGN ALPINE 'SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI- ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 OR GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Plaines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. \`J 19.5c QTY:1 DEC 04 Walter P. Finn, P.E. No. 21839 HI/l/-/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 0 Scale=.125"/Ft. REF R081--32411 DATE 01/22/02 DRW HCUSR081 0202258B HC-ENG /JWC SEON - 23752 FROM WB (30321-5H4/M24/PO3 1965D,F - ASG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 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. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W5X8 - W4X4 - W6X6 - W4X4 - W5X8 2 Complete Trusses Required NAILING SCHEDULE: (12d_box_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. Y is • � 1 eo W3X8 (B1) - W2X4 III W6X6 = W3X8 = W6X6 - W2X4 III W3X8 (B1) 6%G 1-0-0 1-0-0 7-0-0 _I_ 26-0-0 _I_ 7-0-0 _I 40-0-0 Over 2 Supports R=3092 U=1502 W=6" R=3092 U=1502 W=6" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c OTY:1 HI 1 - - R - Scale =.125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20 .O P S F R E F R OS 1-- 3 2 4 1 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'0NOFRIO DR., SUITE 200. MAD ISON, WI 13119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 01122102 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 02022590 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING. IN AND B C L L 0.0 P S F H C- E N G / J W C 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 Iv ® L} ! TOT.LD. 37.0 PSF SEON - 23758 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 COWalter PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VY alter P. Finn; P.R. - DUR . FAC . 1.25 FROM WB Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS HannesClty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. 22839 SPACING SEE ABOVE ANSI/TPI 1-1995 SECTION 2. --------- (30321-5H4/M24/P03 1965D,F - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. (DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 100 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. N (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. W4X4 = IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC SHIM % )R PIPORTS TO SOLID BEARING. LcOy1E _� - I1-0-0I 14-8-8 �1 8-411 y 15-8-0 6-4-0 7-6-0 T` 7-0-0 —7 7-6-0 fE 22-0-0 Over 3 Supports —� R=598 U-251 W=6" PLT TYP. Wave TPI-95 Design Criteria: TPI STD —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO NIB .91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 O'ONOFRIO DR., SUITE 200. MAD ISO N, NI 53 T19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. 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 ANSI/TPI 1-1996 SECTION 2. R=748 U-391 W=5" R=390 U=275 W=3" 19.5c OTY:1 W, DEC 0 4 W Walter.P. Finn, P.E. No. 22339 HI/1/-/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" C� L?) Scale=.3125"/Ft. REF R081--32416 DATE 01/22/02 D RW HCUSR081 02022593 HC-ENG /JWC SEON - 23777 FROM WB (30321-5H4/M24/PO3 1965D,F - CGE) 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 :W2 2x4 SP #2 N: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 7.65 TC From 101 PLF at 7.65 to 101 PLF at 14.92 TC From 54 PLF at 14.9? to 54 PLF at 23.00 BC From 20 PLF at 0.00 to 20 PLF at 22.00 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. A IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 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. 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. W6X12 (R) III W2X4 (A1) - W2X4(A1) s� W4X4 - \•J FJ c GE 1 �o�oE 14-8-8 —� e 4 i oho 1 15-8-0 _I, 6-4-0 7-6-0 1- 7-0-0 'T 7-6-0 31 22-0-0 Over 3 Supports R=664 U=335 W=6" R=1067 U=537 W=5" R=346 U=276 W=3" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:1 HI 1 - R - Scale =.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 O 8 1-- 3 2 4 1 7 BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI(NS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 P S F DATE 01122102 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 HCUSR081 02022594 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 ON WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 PSF HC ENG /JWC SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 4_ CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO DEC ® TOT.LD. 37.0 PSF SEON - 23820 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 Walter P. Finn, P.E. DUR.FAC. 1.25 FROM WB 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 I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NO. 2283 ' ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE (30321.5H4/M24/PO3 1965D,F - DGE) 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 ** WARNING! MID -PANEL DEFLECTIONS EXCESSIVE ** TRUSS HAS VERTICAL DEFLECTION OF -0.76" DUE TO TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL — 5.0 PSF. IN LIEU OF RIGID CEILING USE PURLINS: To BRACE BC @ 24" OC h a , W4X4 6F_ —j6 W3X6 (R) III � 2.5 2.5 `- 9-4-0 W2X4 Al = W2X4 (A1) = �► 1-0.0 1-0-0 I` 7-6-0 3iE 7-6-0 'I fE 15-0-0 Over 2 Supports R=609 U=269 W=6" R=609 U=269 W=6" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:1 HI 1 - - - R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TC LL 20.0 PSF REF R081--32418 BRACING- REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOF0.10 DR., SUITE 200, MADISON, YI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0THERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 1 . 0 PSF DATE 11122102 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 HCUSR081 02022589 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 NITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN I BC LL 0.0 PSF HC ENG /JWC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �+ CONNECTORS ARE MADE OF By ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CON NECT00.5 TO 11C Q m - I TOT.LD. 37.0 PSF SEQN - 23824 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCAT E0 ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finn, P:E, DUR. FAC . 1.25 FROM WB 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. 22839 ANSI/TPI 1-1995 SECTION 2. -.. _.__...-_.. SPACING 24.0" Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xIs Updated: 3/18/2002 PAGE DESCRIPTION DRAWING ,#1REPORT # SERIES INDEX. MASTER FILE NUMBER i JINSTALLATION DETAIL W1 TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 1 2 - LlINSTALLATION DETAIL W1#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 3 INSTALLATION DETAIL WNS SCREWS HORZ. SLIDING FIN WINDOW AUX CONFIGURATION IFLEX0029 11000 INDEX MASTER FILE NUMBER 2 IFLEX0020 11000 4 JINSTALLATION DETAIL WITAPCONS HORZ. SLIDING FLANGE WINDOW INDEX'.. MASTER FILE NUMBER 3 JFLEX00`16 11000,1600 & 2000 6 'INSTALLATION DETAIL SGL HUNG FLANGE WINDOWS IFLEX0026 11000,1600&2000 6 INSTALLATION DETAIL WW SCREWS INDEX 7 MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY SUCK FIXED FLANGE WINDOW FLEX0018... . 100092000 8 INSTALLATION DETAIL W1#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY SUCK DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 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 [SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0021 1500,1000 & 2000 13 SLIDING GLASS DOOR INSTALLATION WITH h ou SCREWS. IFLEX0027 1500,1000 & 2000 INDEX -,..MASTER 14 FILE NUMBER 6 FIN TRIPLE HORIZONTAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES IHMFINTR 1000/1600 Is FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PKESSURE.CAPACITIES `IHMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFINTW 1000/1600 17 TG�NGE -TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 100011600 IS FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE -CAPACITIES. IHMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000/1,500 20 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 11VMFIN 11VMFLG 1 10001160011000/1500 21 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES j1VM HMFLG 11000 /.1500 22 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES I INDEX MASTER FILE NUMBER 7 23. FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 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 I DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12H FIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1G 1 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN2HMFL 1 200012000 1 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLG I PLANS RF%_1f'#ri_.;END CIT, r­ S-��"TjRD I twt '-"iii Page 1 of 1 milemasters'XIS wTM AU JO TY 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-210-1949-2 48 1/2" X 84 1/2" ,SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143, 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 186" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASSDOOR : XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING 3Y OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETVEEN WINDOW FLANGE L WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) WINDOW HEIGHT PERIMETER CAULK BY OTHERS ONE BY WOOD - SUCK BY OTHERS CAULK BETWEEN WOOD BUCK a MAS'Y. OPENING BUCK WIDTH BY OTHERS SHIM AS REO'0. INSTALLATION ANCHOR FLANGE TYPE I/4' MAX. - 3/16' DIA. TAPCON WINDOW FRAME (' NOTES) SHOWN <SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' DIA. TAPCON SHOWN (SEE NOTE 9) C II 1-1/4' MIN. GLASS <TYPJ IN EMBEDMENT (SEE NOTES) e )I✓I SHIM AS REO'D. 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER BUCK HEIGHT CONCRETE OR MA^0i(RY OPENING BY OTHERS I-1/4' MIN. ENlCDICNT 1 I s W CAULK BETWEEN WINDOW FLANGE -/ L WOOD BUCK PERIMETER CAULK BY OTHERS , WINDOW WIDTH , STUCCO -� BY OTHERS CAULK BETVEEN WOOD BUCK L SECTION B-B MAS'Y. OPENING BY OTHERS �+--- WINDOW WTH. WINDOW HOT. I K- FLANGE TYPE I WINDOW FRAME SILL I I ELF VATION ° VIEWED FROM EXTERIOR ) ° Q SILL STOOL Q BY OTHERS ®��'� CAULK BETVEEN - i� �• l![NDOV FLANGE PRECAST SILL �` L PRECAST 'SILL BTpTHER$t _t /VUL.KEM US ADMVESIVE CAULK c� AY ♦ A7 OR APROVED EOL. SECTION A -A C0 N �,� �212002 -R 300 -, PREPARED 9, PRDDUET L APPLICATIOM Ef,{,I.NEERING, N -I TAPCON LOCATION CHART CALL TIP TO LOCAT;ONS IN RcADILOCATIGNS IN JAMB �!PSF up liSF SIZE TIP 50 a° fl sr I yTOR 022 74 X 26 GC C.0 LJ I,J 74 X 32 3/8 C.:)-.C.0 I I.J,K,L p24 7a X 50 5/8 C.O ° C.O.E I,J.K.L O.M.LJ.K1 32 106 f/a X o L.� .�.�.- I, I,d,K,l 033 IC 1/4 X 38 3/8 I B.C.C.E 14 .C,D.E LJ.K.L I I,J K.L 4 i 6 1/a X 50 5%8 B.0 �'.E _ =.0 �.E.' ,.J,K.L G,M,I.J,K.L T22 "I% .... .= I,J I,J T23 I I.I X 38 3/S I B.C.: _ A.S.^.D.E.F 1.J,K.L I.J.K,L T . ,,, X so. s/6 e.c.D.E A.c.o.E . I,J.K,L I,J K L M2 120 % 26 I,J.K,L M3 120 X 38 3/8 B.C.C.E -I. A.B C.D.E.F LJ.K,L I M! % SO 5/6 A.B.C.O.E.F A3,.,. .., II,,JJ.K.L K L 6020 72 X 2! L.J ,U I,J I.J 60M 72 X 36 C.D =.CD.E I.J I,J,K.1 6040 7 X 4 C.D' B.C.D.E I,J,K,L I,J,K,L 0 0 84 X 2' I.J 7030 84 X 36 B.0 B.C,D.E LJ,K1 ( LJ K,L 7040 a X 4A B.C:.O.E C.- B �.D.E I,J.K,L I,J,K,L 020 96 X 24 - L .i. ,L 8030 96 % e.C.C.E ' " O.E I,J:,l I,J.K.L 8040 au B.0 D E A.B.C.D-F LJ.K: O,H t.J.K,L 9020 108 X 24 .L !.L. - I.J I,J.K,L 9030 I 108 X 36 8,C.C.E I 3.G,D.E I,J.K,L LJ.K.L as B.C.0 A.B.C,D.E.F I J K L K I 120 % 24 _..u.E I,J I.J,K,L rl.WO2D 20X36 B.CC.E a.�,C.O. J,K.L LJKI 4D 120 X 49 e.0 �'.- A„C,D.E,.. I,J,K,L I.J.K,L H B NOTES: , 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO SE 1/4-. 2) WINDOW FRAME MATERIA:: ALULINUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEOMENT'OF 1-1/4' INTO MASONRY OR CCNCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 AOHESWE CAULK OR APPROVED EOUAL. 5) USE SILICONZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF. EXACT WINDOW SIZE' IS NOT LISTED 1N ANCHOR CHART, USE ANCHOR OUANTITY,USTED WITH NEXT LARGER SIZE. FOR Tr.E APPROPRIATE DESIGN PRESSURE RE0;0. ,7) GLASS THICKNESS MAY VARY PER THE REOUIREMENj OF ASTM E1300 GLASS CHARTS. 8) LETTER CESIGNATIONS ON THE TAPCON LOCATION CrtART INOICATE WHERE TAPCON ANCHORS ARE TO Er- INSTALLED WHEN US,NG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED H.3LES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED W."a pa 5CREwS OF SUFFICIEN' LTH. TO PROv10E MIN, 5/8 IN, EMeEOME%T INTO *Or.' BUCK. 10) APPLICATION OF VULKc/ 11E AC.=.ESIVE CAULK AT %SAME SILL MUST COMPLY WITH SEALAN" MANUFACTuP.E?'S RECOMMENDATIONS. 11). WHERE WINDOW IS INS -A' -LED IN MASCNRY OPENING WITH A STRUCTUAL TWO BY BUCK, USE #-0 SCPEW$ OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8 MIN. EMBEDVENT AT AIL INj'ALLATION FA-TEN"ER LOCATIONS. .:TE 250, MEA'-=7v, F_ ;DA ]2746 PHONE •J7 80'-0165 F SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN A HEATHING INSTALLATION ANCHOR r9 SCREW °'uC_u OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS HIM. TWO BY WOOD DMENTr— /— BY OTHERS 1/4' MAX. SHIM SP4CE SHIM AS ES) GIAy(NG rP.) (SEE NOTES) (SEE NOTEcT7) I FIN TYPE WINDOW FRAME HEADER VINDDV WIDTH —+y _ 2a• D.G. IIMAX. (TYP.) . II �I VINDDV HEIGHT WINDOW I 1- HEIGHT WINDOW WIDTH TWO BY WOOD By OTHERS SHIN AS ES) (SEE NOTES) 1/4' MAX. SHIM SPACE CAULK BETWEEN IV WINDOW fIN 6 SHEATHING 1• MIN EM?E OHENt _J -T i / / GLAZING (TYPE J PcRIM'L ER I EQUALLY <SEE NOTE 77 CAULK BY OTHERS SHEATHING SPACE BY OTHERS ANCHORS FIN TYPE WINDOW STUCCO GR 1 (TYP.) B FRAME JAM3 SIDING BY INSTALLATION OTHERS ANCHOR 43 SCREW SECTION B—B 2a• D.C. 6 MAX. I— FIN TYPE MAX. (TYPO WINDOW WINDOW FRAME 6• MAX. (TYP.) SILL ELEVATION VIEWED FROM LXTLRIOR MARBLE SILL STOOL By c OTHERS CEMI •�:35ia .T i� A' S. N4L5 PERIMETER t) $MIN AS REO'D. ADJACENT TO.EACH INSTALLATION aNCHCP. Max. µLOWA2LE SHIM STACK TO - CAULK li" q,J q'„ c CJ::J.r.+ 'A'If FRAME MATERu1: By OTHERS .li . !-�I�IDA E uDCRG 2) WINDOW ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFIC.ENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1' _ INTO WOOD FRAME MEMBER. �j c Y—:'r• y :y �y �Z. ?{ 1 4) USE SIUCON2ED ACRYLIC CAULK BEHIND WINDOW FIN A' HEAD. SILL &' JAM@S. S) USE SIUCONIZED ACRYLIC CAULK FOR P£R:MtTER SEAL AROUND EXTERIOR OF WINDOW FRAME. _ _ /4' SHIM --- 6) CLASS THICKNESS MAY VARY PER THE REC•JIREMENTS OF ASTM E1300 GLASS CHARTS.. INSTALLATION S PACE MAX. 7),INSTALL INSTALLATION FASTENERS AT 6 MAX. FROM COP.::ERS AND MAX. 24O.C. DESIGN ANCHOR a8 SCREW PRESSURE CAPACITY OF INSTALLATIONS. W 7H ANCHCR S-ACING AS STATTO. IS 70.0 PSi FOR ALL AVAILABLE SIZES UP TO 73' x 71" MAX. St OR Si DING OTT BY OTHERS SHIM AS REO'D. (SEE NOTES) � II CAULK BETWEEN WINDOW FIN REV DESCRIPTION DATE INI . TWO BY WOOD J ,•MIN. FLORIDA EXTRUDERS'�TERNAD, SHEATHING i SHEATHING EMBEDMENT eY OTHERS By OTHERS FL SANFORD, FLO TITLE: INSTALLAT;EN D_TAIL W/-B SCREWS SECTION A -A I H❑R7. si TT)I--grI FIN WIND❑W - SERIES 1 212002 1 ( IDRAWN BY: BB I APPROVED BY: DATE:12/ 17/01 SCALE: N. T . S. DWG.: FLEX0028 CRFPAPFO 9Y: PRIIcu[T i APPLICATION ENGINEERING. INC.: 250 INTERNATIGNAL PKVY.• SUITE 250. ME• -QDV. FL:R:JA 2274i PHONE +77 805-0357 FAX 07 905-0366 S SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN L SHEATHING -\ INSTALLATION ANCHOR a8 SCREW STUCCO OR SIDING BY OTHERS -��� PERIMETER CAULK._ BY OTHERS GLAZING (SEE NOTE E7) WINDOW HEIGHT PERIMETER CAULK — Br OTHERS INSTALLATION ANCHOR 1B SCREW STUCCO OR SIDING BY OTHERS CAULK 2ETVEEN WINDOW FIN SHEATHING .SHEATHING L BY OTHERS CAULK BETWEEN TWO BY WOOD WINDOW WIDTH 1/4- MAX WINDOW FIN I- MIN. yY OTHERS -�- SHIM SPACE SHEATHING L 'BED-ENT� TWO BY WOOD BY OTHERS SHIM AS (SEE NOTES) / I/4MAX. SHIM SPACE 1' MIN. EMBEDMENT SHIM'AS REO'TI. -i _ (SEE NOTES) FIN TYPE WINDOW FRAME HEADER j7 a .. GLAZING (TYPJ :DC11 EATHING (SEE NOTE 7) SHSH OTHERS WINDOW WIDTHPERIMETER 2a'O.C.FIN TYPE CAULK INSTALLATION FRAME JAMB BY OTHERS MAX. /i STUCCO OR ANCHOR a3 SCREW II <TYP.) SIDING BY OTHERS -� SECTION B-B WINDOW // EOUALLY SPACE FIN TYPE HEIGHT ' �„ ANCHORS (TYPJ , WINDOW FRAME 8 SILL tS�___lj. Nel—t$ 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MARBLE SILL .A 6' MAX. MAX. ALLOWABLE SHIM STACK TO BE 1/4*. STOOL BY 24' O.C. (T YP.) 2) WINDOW FRAME MAIERIAL: ALUMINUM ALLOY 6063. OTHERS MAX. (TYPJ - 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO 6• MAX.(TYPJ ACHIEVE MIN. EMBEDMENT Of 1' INTO WOOD FRAME MEMBER. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD. . SILL k JAMBS. CO Zco ACRr K; CAULK FOR PERIMETER SEAL AROUND 1/4' MAX. SHIM SPACE 11 I� SHIM AS REO'D. (SEE NOTES) -+J 1 TWO BY WOOD EMBEDMENT BY OTHERS SECTION A —A ELEVATION _) USE SILT NI _ EXTERIOR Of vnN00w FRAME. VIEWFROM XT RIOR C) CLASS THICKNESS MAY VA Y PER THE REQUIREMENTS OF ASTM ED E1300 GLASS CHARTS. JyA�•yT^, `: :j`i A 7) INSTALL INSTALLATION FATENERS AT 6_ MAX. FROM CORNERS i..:Ll • �. AND MAX. 24' G.C. DESIGN PRESSURE. CAPACITY OF c��7 u�+ INSTALLATIONS wITH ANCHOR SPACING AS STATED. IS 70.0 PSF `t.17 •l. A A'+�TT w'� ~ 2itiiLC.E FOR ALL A'jAILA? E SIZES UP TO 119� X' 49 5/8� MAX. rGoR� �A E'irRv��RS yusliz Ina # REV DESCRIPTION DATE INl FLORIDA EXTRUDERS INTERNATIONAL, sarleo D° FioRiD� TITLE: INSTALLATION DETAT.L 'w'/ #8 SCREWS HORZ. SLIDING FIN WINDOW xOX CONFIGURATION- SERIES 1000 DRAWN BY: BB APPROVED BY: l 1'Lvs�t DATE:12/17/Ol SCALE:N. T. S. DWG. FLEx0029 PREPARED oY: PRODUCT L APP ICATTON ENCNEERING. INC.. 250 INTERNATIONAL PKWY_ SITE 250. HEATH2OW. '_CPIOA 22746 PHONE '07 005'0365 rAX .07 PC -0)56 r r_ ONE By WOOD CONCRETE OR TAPCON LOCATION CHART CONCRETE OR CAULK BETv_EN WOOD INSTALLATION ANCHOR BUCK By OTHERS MASONRY OPENING MASONRY OPENING BUCK a MAS'Y. OPENING BY�OTHERS CALL TIP TO LOCATIONS IN HEAD LOCATIONS IN JAMS BY ❑7HERS BY OTHERS 3/IS- DIAL TAPCON B.V. 1-Ii4' KIM PSr oast naps' J P$r J PSF oast + (BUCK WIDTH) I i E-IEDNENT SIZE TIP 1 To I to TO To To ONE By WOOD 1/4• SHIN Sncr A r 7^= : �a a r 7 .• BUCK BY OTKRS I SPACE MAX I �C> 1H2 26 1/2 X 26 C C C G M GM G M 1-1/4• MIN. FLANGE TYPE )H} 26 1/2 X 38 3/6 C C I C G.H C.H G M ENBEDMENT WINDOW FRAME $HEN AS REC'D. CAULK BETVEEN 7H4 25 1/2 x 50 5/8 C C C G.M G.n GMI,J , WINDOW FLANGE I G JAMB (SEE NOTES) I IH45 26 1/2 x 56 1/4 C C C G.H G.M GM,I,J tM5 26 1/2 x 63 C C C G.H C.NI.J G,nI.J t WOOD B INSTALLATION ANCHOR, IH6 26 1/2 x 72 c C C G.H G,MI,J GHLJ \ I I I 3/16• DIA TAPCON v 22 z 6 L I C CM ,N ,n .n I/a• $NIM 23 37 x 38 3/e C c G.M 6.n $?ACE Max. 2a 37 X SO 5/6 C C C G.M O.M!.J GMLJ RI VINYL u5 }7 x 56 1/4 C C C O,M G.H.I.J G^I,J GLAZ'.NG 3EAD 25 37 X 63 C C C G.n C.MI,J G.H,I,J GLASS (TYP.) 26 37 Xrl /672x e C C C G.M,LJ G.M,,J "c F,G M,I.J n 4n (SEE NOTES O 33 53� I/6 x 38 3/8 C B.0 2.0 CH O.H G.M,I.J 34 53 1/3 X 56 1/4 C B.0 =c H: GMJ.J GM,I.J 345 53 i/! X S6 t/4 C B.0 B.0 G.H,I,J GM,I.J EF.;.MJ.J By OtIU+ER� l I 35 53 1/a x 63 C B.0 ?.0 G.H.LJ GH!.J EF.G.HLJ SHIM AS RMI). 36 3 1/a X 7 C B.0 'e.0 G.M!.J E.F,GM,I,J E.F.GMLJ PERIMETER (SEE NOTEi) 02 74 x 38 3/6 C. B.0 I A,3.C.D G,M G,MJ,J GMJ.J CAULK CAULK BETWEEN C23 B.M. WINDOW FLANGE D24 74 % 50 S/6 B.0 B.0 A.'_.C.D C.M:I,J G.MJ.J E.F,GH.I,J V.H. BY OTHERS (BUCK A,3,C.0 G.H.I,J EF,G,H,I,J EF,G M 1,J a WOOD BUCK v - D2a5 74 x 56 1/• B.0 B.0 (WINDOW - FLANGE TYPE HEIGHT) D25 74 x 63 E. E.0 A,B.C,D G,M,I,J E.F.C.H,I,J EF.G: (.1,J• WINDOW FRAME 7< x 72 E..0 B.0 I A �,O GMLJ EF,G.H.LJ E.F.C. HJd• HEIGHT) PERIMETER 025 HEADER CAULK I 20W20M 24 x 24 ,n . GLASS (TYP.) STUCCO ' By OTHERS BY OTHERS .20M3JM 24 X 36 C C I C G M G.M G.M (SEE NOTES) 20U40M 24 X 48 C C C O,M I 0,H D.M V.V. 20M46M 24 X 54 C C C C,H G.n G.M.t.J (WINDOW WIDTH) CAULK BETVEEN 20M50M 24 X 60 C C C GM GM GM,I,J WOOD BUCK a 1 M M a K 7 c C c C.H. cMI.J G.+,IJ SECTION B-B MAS'Y. OPENING 30M20M ]6 X 2• ,H. M G.n NOTES BY OTHER$ 3030M 36 X 36 C C C C,H C,H .'G.H RIGID VINYL IHIM A$ RED O. AT EACH INSTALLATION ANCHOR. MAX. A;LOWABLf 3OM40M 36 X 48 C C C G,H G.H GM,I.J )H GLAZING BEAD3CM46M 36 X 54 C C C G.H G.H,I,J G.HJ.J (TYP.) SHIM STACK TO BE 1/4-,30MSOM 36 X 60 C C C C.H GHJ.J G.H,I.J 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 30M60M 36 X 72 C C C G.H,LJ G H,I.J E.F,G.HI.J 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. 4 M M L L°•.. GIt PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4" INTO MASONRY OP. CONCRETE. 4OW30M 48 X 36 c C S. G.H G.H C. I.J CAULK WINDOW FRAMC 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD fa 4OM46M 48 X 54 C C I B C G.H G.HJ J G,M,I,J BY OTHERS SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 40MSOM 116 ADHESIVE CAULK OR APPROVED EQUAL. 40MSOM 4B x 60 C C 9.0 G.H,1,I G.H,I,J EF.G.H,U 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 4OU60M 48 x 72 C C .3.0 G.M I.J E.F G.H.1 F M I EXTERIOR OF WINDOW FLANGE. 4 M OM 4 X 4 B.L ,M M G.H 46M30M 54 X 36 C 9.0 3.0 GH C.H C.M,I.J Q 6) IF EXACT WINDOW 512E IS NOT LISTED IN ANCHOR CHART. USE .45440M 54 X 48 C B.0 B.0 G,N G,M,I,J GMLJ ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOP, THE a6M46M S4 x 54 C B.0 3.0 G.H G.HJ.J E,F,GH I.J APPROPRIATE DESIGN PRESSURE REO'D. 46M50M 54 x 60 C B,C. 3.0 G.H,I,J G.H,I•J E,F,O,M.t.J 7) GLASS THICKNESS MAY VARY PER THE REQUREMENT$ CF ASTM E1300 46-i M 54 'X 72 C B.0 B.0 G H I J F G H 1 - F M d CLASS CMAP.TS.- SOM20M X 4 B.0 E. C. G,n G.H CAULK BETWEEN - 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CK:RT INDICATE SCM30M 60 X 36 C B.0 B.0 GM C.M G.H, I,J WINDOW FLANGE Q WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE 5OM40M 60 X 48 C B.0 E.0 G.H G.HJ.J G.HJ,J L PRECAST SILL - EXTERIOR E`JATION AS A KEY. SOM46M 6C X 54. C B.0 B.0 G,r.LJ GMLJ EF.GM.LJ V/VULKEM 116 PRECAST SILL�SECTION A_A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SOMSOM 60 % 60 C B.0 E.0 G.M.I.J G.H.I.! E.F,G.n.I,J ADHESIVE CAULK BY OTHERS SHOULD BE FILLED WITH /d SCREWS OF SUFFICIENT LTA. TO PROVIDE SOM6ON 60 X 72 C B.0 e.0 G.H.I.J . E F,G.H., { F.O.MI.J OR APROVED EOL. 6M M oo L .L M •M MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 56M30M 66 X }6 B C B.0 A,3,C.: C. G,H G M,I,J W.H. W . W . - A A B C D E G I / � / (— ' B 10) APPLICATION OF WLKEM 116 ADHESIVE CAULK AT FRAME SILL MUST 56M40M 66 X 48 B.0 B,C A.E,C.. G.H G.HJ.J G M I,J COMPLY WITH SEALANT MANUFACTUP.EP.'S P.ECOMMENOAT'ONS. 56Ma6M 66 X 54 E.0 'B.0 A,>_,C.0 G.H,I,J G M,I,J EF.G.nI,J 11) ONE ADDITIONAL FIELD DRILLED @ INSTALLED ANCHOF IS REO'O. IN -025" "D26" 561,150M 66 X 60 65 X 72 EE.0 E.c B.0 6C A.B.C,� A?.C.: G.H.lJ G.HI.J E F,GMI.J E.F,GMI.J E.F,GMI.J EF.G.HI.J• EACH JAME ON THE FOLLOWING SIZES: (73 7 62). (73 x: 1i), "56M60M" (65 X 71). k (71 .X71). PLACE 56M60M 72 X 36 B.0 o._ B.0 E.L A.B•C.� .n G.H G.n G,H .I G MI,J _"50M6OM" ANCHOR BETWEEN ANCHORS "G AND I AND BE ANCHORS H 72 X 48 -E.0 B : A.B.C.D GM GMLJ G.H,I.J AND J OVER 55 PSF ONLY. L.4D. J2 X SA E.0 B.' A,B,C.= GH IJ GMLJ E.F,G,M,I,! 12) WHERE WINDOW IS INSTALLED IN MASONR" OPENING Wlin A $TRUCTUAL 72 X 6C E.0 B f A.BC.: G.KI,J I I E.F,G n,1,J E.F�M,I.J EF.C..MI f- TWO BY WOOD BUCK, USE /t0 SCREWS OF SUFFICIENTLENGT)iA iO 72 X 72 Er 6.r A. B.G CMJ.J E.F.G.H,LJ J' ACHIE'JE 1-3/8MIN. EMBEDMENT AT AL INSTALUITION FASTENN wADDi I ZONAL AN5RS RE"'D. S E NOTE It H' LOCATIONS. ON SIZES NOTED IN NOTE r11 ADD A i;0 SCREW ANCHOR, TO EACH JAMB FOP. NOTED DESIGN PRESSURES. INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA � AURKam k.f TITLE: INSTALLATIG'N DETAIL wi TAPCONS HORZ. SLIDIN` FLANG= WINDOW - — SEPLES 1000Fw,p o<t �>rrr+/QF�S ELEVATION � _ DRAWN BY; B B I APPP.OVED BY: A i' !'('�? _cALE:NTS Dltic.: FLEX00�0 VIEWED FROM EXTERIOR 6 .-u i•.-:2ii110 DATE: 10/23/01 I PDCPAnEC C1. PR.DDUCT a APPLICATION ENGINEE4;NG. INC.. 25C IniEWw°ICNAI lKW%. SJITE 250, MEAT-43L'. FL --';;)A 32746 ?HONE 1.7 805.036. . - 30t-0366 y i ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE - 6 WOOD BUCK STUCCO BY OTHERS .PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) CAULK BETWEEN CONCRETE. OR WOOD BUCK a MASONRY OPENING MAS'Y. OPENING B7OTHERS BY OTHERS 1-1/4• MIN. 4 EMBEDMENT INSTALLATION ANCHOR 3n,6' DIA. TAPCON SHIM AS REO'D - 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) g v. (BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16, DIA. TAPCON BUCK BY OTHERS —� SHIM AS REO'D. 1/4• MAX. RIGID VINYL (jEE NOTES) GLAZING BEAD GYP.) GLASS (TTP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE PERIMETER 6 WOOD BUCK CAULK BY OTHERS W.W. (WINDOW WIDTH) y„ I-1/4• MIN EMBEDMENT D STu CID BY THERS 4 I O I •I0 (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK 6 CAULK BETWEEN WINDOW MAS'Y. OPENING FLANGE L PRECAST SILL BY OTHERS W/ VULKEN 116 ADHESIVE SECTION B - B CAULK, OR APRv'D. EOL. FLANGE TYPE CONCRETE OR RERICAULK WINDOW FRAME MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS w.w. FA CB PRECAST SILL A OTHERS 9 e I o SECTION A- A qj 11) HIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE E SHIM STACK TO BE 1/4'. D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. }) INSTALLATION ANCHOR MUST BE OF SUFFICIENT ITH. TO ACHIEVE , n^ MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. j "'ti IFJ : 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUSSTRA-,E WITH J B K VULKEN 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILTCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND w.H. F - C EXTERIOR OF WINDOW FLANGE. �. 6) IF EXACT WANDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE A17 ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE ` (� APPROPRIATE DESIGN PRESSURE REO'D. 4% r� 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF AST. E1300 GLASS CHARTS \^W 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H — I ` TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30- TO 40PSF 41 nr TO 70PSF 30P5r TO 40PSr A! Psr TO 7cAsr SIZE - SIZE 12 1e 1/3 x 25 B 8 F.G F,c 13 le 1/5 x.37 3/8 B B F,G F.G 14 18 1/3 x.49 5/8 B e F.G F.c 145 18 Ve % 55 "A B B F,G F.G ,5 ,6 1/e x 62 B B f,G /,c 16 18 1/e X 71 B B F.G 17 18 1 3 x 83 a F.G F.6,JK IH2 iH3 25 1/2 z 25 25 1/2 x 37 3/8 B B B F.G F,G F.0 1M4 25 1/2A9 S/8 8 B F,G F,G.H! IK45 ,X 25 1/2 x 55 1/4 8 B F.G 1H5 25 1/2 X 62 8 B F.G F.G.H. 1M6 25 1/2 It 71 8 B F,O F.CM1 1H7 25 1/2 X 33, 8 8 F.G.J,K F.GJA 50 1/2 . 26 29 1/2 x 25 8 '• F,G F,G 30 1/2 . 3a 3/8 29 1/2 x 37 3/8 B B B - F.G F,G.MJ 30 1/2 . 50 3/8 29 1/2 X 49 5/6 X 55 1/4 B 8 F.G F,G.M,I 30 1/2 . 56 1/4 29 t/2 29 1/2 X 62 B 6 F.G F,G.M! 30 1/2 . 63 30 1/2 72 29 1/2 x 71 . 8 8 F.G.H,I F,G M1 30 142 6A 29 1/2 x 83 B 8 F,G.J.K F.C.J K 22 23 36 X 25 36 X 37.3/5 B a B •u F.G 'u F. 24 36 X 49 1/6 B B 8 B F,G F,G F•C.M1 F.G n! 245 25 ]6 X SS t/4 36 x 62 B B F,C.MJ f,G.H1 26 36 X 71 8 B F,G,H.1 D.E.P,G MJ 7 36 x 83 B B F,G,J.K F,G.n.I,J.K 4 4 26 41 x 25 8 B el e F.G F,G HJ 42 . 38 3/8 AI X 37 3/8 e B F.G F,G,M1 42 X 50 5/8 41 x 49 5/8 8 B f•G.H,I F.G,H1 42 . 56 1/4 41 X 55 1/4 41 x 62 B B F,C,M.I O.E.f,GMJ 42 : 63 at x 71 8 6 F,G,H.1 O.E.F,GMJ A2 . 72 a . -8-41 x 83 . F.C.J.K F,OM!.J.K 48 26 47 X 25 B B A.0 A.c F.G f,G. MJ 4d . 38 3/8 a7 x 37 3/8 B A.0 F,C F.G.r•1 ♦8 . SO 5/3 A7 x A9 5/8 SS 1/4 B A.0 F.G,H! F,G.H! 48 . $6 t/4 48 x 63 47 z 47 x 61 B A,C F.G,H.1 D,E.f,GM l 48 : 72 .7 x 71, B A.0 F,G,HJ D,EF.' sj nrF K a.. 4 }2 47 x83 SZ I/8 % 15 8 A.0 F.G33 52 1/9 X 37 3/e B A.0 F.GM!34 F.G.H1345 52 1/8 X 49 5/eB 551/4 B AC A•C 77, D.E.F,GM.135 52 1/6 X 52 1/6 x 62 B A.0 D,E.F,G.H136 52 /8 X 71 8 A,C .E.f,O,r.!37 D.E F,G.J KJ.K - 52 1/8 x 83 8 AC . 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L_- EXTERIOR ELEVATION AS A KEY. - `J FLORIDA EXTRUDERS INTERNATIONAL. INC 9 ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON '�, SANFORD, FLORIDA ANCHOR SHOULD BE. FILLED WnTM IS SCREWS OF SUFFICIENT LTH: A TO PROVIDE MIN, 5/8 IN. EMBEDMENT INTO WOOD BUCK. ID) FLORIDA EXTRUDERS TOOT SERIES SINGLE HUNG IS SHOWN. THIS PRINTRINTA150 APPLIES TO THE FLORIDA EXTRUDERS MO AND 2000 RUNGS. ELEVATION SERIES SINGLE 1$) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A sICIEeGHTAEVEK'3( SCREWS OF SUFFICIENT LENGTH OCM1-/8-MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. TITLE: INSTALLATION DETAIL I SGL. HUNG FLANGE WINDOWS — SERIES 1000 1500 e 2000 DRAWN BY: BB JAPPROVED BY: DATE:10/09/01 (SCALE: NTS DWG.: FLEX0016 PREPARED 8": PRODUCT A APPUCATgN ENGvAEERwG, INC.. 250 wtERruT10Nv PKT., SLATE 250. MEA1nROW, FLGR,OA 32716 PHONE A07 805-0365 FAx 107 5CS-•2366 CAULK BETWEEN SHEATHING BY OTHERS WINDOW FIN.6 .SHEATHING INSTALLATION ANCHOR I19 WOOD SCREW II STUCCO By OTHERS PERIMETER CAULK J BY OTHERS 1' MIN. EMBEDMENT _ TWO BY WOOD By OTHERS SHIM AS REDID. (SEE NOTES) 1/4' MAX. J SHIM SPACE v INDCW WIDTH 1/4• MAX. SHIM SPACE SHIN AS RE O'➢. TWO 8Y WOOD (SEE NOTES) STUD Br OTHERS GLAZING (TIPS) jf (SEE NOTES) FIN TYPE WINDOW FRAME HEADER. GLAZING (TYP.) <SEE NOTES7, -WINDOW W!DiH A 2A WINDOW • D.C. HEIGHT MAX, (TYP.) ANCHORS SPACE ANCHORS (TYP -)WINDOW HEIGHT GLAZING (TYP.) LI // (SEE NOTES) �y /// A MAX J (TYPJ JL6- MAX. (TYP.) VIINDOW FRAME ELEVATION SINARBLE SILL VIEWED FROM EXTERIOR PERIMETER STOOL CAULK BY OTHERS BY OTHERS n INSTALLP ION ANCHOR Ne WOOD SCREW STUCCO By OTHERS CAULKBETWEEN WINDOW FIN SHEATHING 6 SHEATHINGBY OTHERS SECTION A -A FIN TYPE WINDOW FRAME JAMB PERIMETER CAULK BY OTHERS I' MIN. EMBEDMENT SHEATHING' BY OTHERS CAULK BETWEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR a8 WOOD SCREW STUCCO BY ETHERS SECTION B-B NOTFS' .. . 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR. - .. MAX. ALLOWABLE SHIM STACK TO BE 1/4". . 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063::-- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM.- TO ACHIEVE MIN. EMBEDM"cNT.OF 1' INTO WOOL BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD, SILL h JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. - 6) IF EXACT- WINDOW SIZE IS NOT. LISTED IN ANCHOR. CHART, USE ANCHOR OUA\TITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOUIREMENTS OF ASTM E1300 GLASS CHARTS... 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRJDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. Tv0 BY WOOD BY OTHERS _ .. REVS DESCRIPTION DATE INI INTERNATIONAL, INC FLORIDA EXTRUDER . SANFORD. FLORIDA I•MIN. TITLE: INSTALLATI=N E-ETAIL u/#9 SEPEvS EMBEDMENT SINGE HUNG FIN WINDOW — SERIES 1000,1500, 8 2000 DRAWN BY:B9 APPROVED BY: LLA DATE:12/13/01 ;:C.4LE:N.T S IDWG..FLEX0026 SHT i GE 2 .ee.,r.n— IK. 250 INTERNATIONAL PKWY.- SUITE 250. Ka:N4^.r_ FLORIDA 327A6 -PHONE 407 805-0365 FAX 407 SC5-0366 7 CONCRETE OR MASONRY OPENING - BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN ` WINDOW FLANGE t VOCO BUCK STUCCO BY OTH-ERS PERIMETER CAULK BY OTHERS GLASS ITYR.) (SEE NOTES) WR WINDOW EIGHT) PERIMETER CAULK By OTHERS a CAULK BETWEEN WINDOW FLANGE t PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OR APRV"D: EOL. ' 1] INSTALLATION ANCHOR 3/16' DIA. TAPCON /CAULK BETWEEN WWOOD BUCK t MAS"Y. OPENING BY OTHERS GLASS (TrP:), Q I-1/4' MIN. <SEE NOTES) C EH.3EDM_NT 1 ®.�•�' SHIM AS Rcp•p. I/4• MAX. (SEE NOTE$) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL) GLAZING BEAD B.H. / r— (BUCK / ' ' HEIGHT) BRIDGED B GLAZINGVINYL BEAD I W.H. FLANGE TYPE (� WINDOW FRAME Q 1 d PRECAST SILL BY OTHERS SECTION A —A..__ _.,.. B. —(BUCK WIDTH) SHIM AS REO'D. 1/4' MAX, (SEE NOT -ES) RIDGED VINYL GLAZING BEAD I—.. nIN. CONCRETE OR CMBEDKnT MASONRY OPENING BY OTHERS D INSTALLATION ANCHOR MIS' DIA. .TAPCON . 4 O CA+E By WOOD '\ v BUCK BY OTHERS FLANGE TYPE v WINDOW FRAME CAULK BETWEEN WINDOW FLANGE PERIMETER t WOOD BUCK CAULK BY GTnERS CAULK BETWEEN WOOD BUCK t `l MAS'T._OPENING V.W. �—•<W ENDOW WIDTH) I� 6Y OTHERS STUCCO BY OTHERS SECTION B—B 24- D.C.0MAX. (TYP.) �6• MAX. (T YPJ I A a El EVATION VIEWED FROM EXTERIOR N 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR. MAX- ALLOWABLE SHIM STALK TO BE 1/4". 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) USESILICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED 10 THE SUBSTRATE WITH WLKEM 11E ADHESIVE 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) GLASS THICKNESS MAY VARY PER THE RECUIREMENTS OF ASTM E1300 CLASS, CH RTSUFFIUENT 6) WHERE SPACING BETWEEN TAPCON ANCMCP.S EXCEEDS 24 IN. O.C.. /� SCREW . LTM. TO PROVIDE MIN. 5/6 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED. B) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. —' - --- - - 10) SEE BACK OF THIS SHT. FOR INSTL'N ANCHOR REOUIREMENTS. 11) APPLICATION OF WLKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE p10 SCREWS .OF SUFFICIENT LENGTH TO ACHIEVE 1-3/B' MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P,EOUIREMENTS. INTERNATIONAL: INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: !NSTALLATiON DETAIL w/ ONE BY BUCK ;.r FIxED.fLANGE WINDOW - SERIES 1000 6 2000 �. I DRAWN BY: B3 APPROVED BY: Z 1 2002 DATE: 10/22/OI SCALE. NTS DWG.: F�ExOote SHEET t O 2 Y RP., 250 wTERNATKx+AL PKWY, SURE 250, nEATHROW, (LORIOA 32746 PHONE 407 605-0365 TAX -7 •.05- 3E6 PREPAID eY:'PR000CT TECHNOL00 CO I 16 SHEATHING BY OTHERS CAULK BEivEEN WINDOW 'IN t SHEATHING INSTALLATION ANCHOR a8 SCREW EXTERIOR FINISH BY OTHERS PERIME ATER / CULK — BY OTHERS WINDOW HEIGHT EXTERIOR " PERIMIE TER CAULK BY OTHERS INSTALLATION ANCHOR —� RB WOOD SCREW EXTERIOR FINISH BY OTHERS �-- GLAZIN( (SEE NOTE 6 I' MIN. SEDMENT rVOOD NG BY ] ���, FLORMA B.®.A.F- $MIN A$ REO•D. (SEE NOTES) ACT[T70, RR NAME •. 1/4' MAX. ! �/(], SHIM SPACE FELE j�tj1J Y 1� GLAZING cSEE NOTE 6) CAULK BETWEEN .WINDOW FIN I'MIN. EM3EDMENT L SHEATHING SHEATHING BY OTHERS SECTION A -A BUCK HEIGHT FIN TYPE WINDOW FRAME —SHIM AS REO'D. 1/4' MAX. cSEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME A --wj ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH I� MAX. SHIM M SHIM MAX. SPACE VDGD FRAMING BY OTHERS SHEATHING �— 3Y OTHERS t I,%STALLA7 ION IL_.—JrI1N ANCHOR X3 SCREW CAULK BETWEEN WINDOW FIN 6 SHEATHING SECTION B-B EXTERIOR FINISH PERIMETER - BY OTHERS CAULK BY OTHERS NOTES 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR. WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2), WINDOW FRAME MATERAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE AULK FOR TER EEXTERIOCOCF SEA-, AROUND WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLA.,z, THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS" ALSO QUALIFIED. 7) FLORIOA EXTRUDERS 2000 SERIES FIXED PICTURE --� WINDOW IS SHOWN. THIS PRINT ALSO APPUES TO '. THE FLORIDA EXTRUDERS 1500 AND 1000 $FRIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6" MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, VAT ANCHOR SPACING AS STATED, IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63' X 95' OR 119" X 37-3/3' MAX. - 9) WINDOW UNIT CAN BE .MULLED TO OTHER UNITS US;NC ALUMINUM TU9E MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECIREMENTS. �� J n i iIJ� •* DRAWN BY: PP APPROVED BY DATE: 1 / 13/02 SCALE: N. T. S. DWG.: F PREPARED BY: PRODUCT TECHNOL04Y CORP.. 250 INTERNATIONAL RK7 SUfE 150. LAKE MaRr, FLORIDA :2746 PHONE 107 407 /0 CAULK BETWEEN WINDOW FLANGE L VODD SUCK CONCRETE DR MASONRY OPENING BY OTHERS E %TER:7H FINISH By OTHERS PERIMETER CAULK BY OTHERS WINDOW FRAME MEAD WINDOW HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS xTER OR FINISH iY OTHERS CAULK BETVEEN DO WINW FLANGE i WOOD BUCK CA(f_K BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS CAULK BETVEEN vOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' D:A. TAPCON d 1 -'/4 MIN. Q EMBEDMENT 1 I. r- 1/4- MAX. .1 SHIM SPACE SHIM AS REO'D (SEE NOTES) GLAZING (TYP. SEE. NOTES) /4 CONCRETE OR MASONRY. BY G"HERS SF TION A -A INSTALLATION. ANCHOR 3/16, D(.A. TAPCON SHIM AS REO'D. (SEE NOTES) L 1/.- MAX. �— —� SHIM SPACE NOTES." 1) SHIM AS REO-D A7 EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE SniM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16' DIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6' FROM CORNERS k 24. 0. C. MAX. ALL FACTCRY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCMCRS SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. S/8 IN. EMBEDMENT INTO WOOD BUCK. ,) WHERE WINDOW IS INS--ALL-0 IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK, USE 110 SCREWS OF SUFFICIENT LENGTH TO ACHIEV5 1-3/8' MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. S) USE $IUCOhIZEO ACRYLIC CAJL K S—INO WINDOW F;.ANGE A- HEAD. SILL JAMBS. 6) USE SILICONQED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS. 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 $ RENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINOCW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. 10) ELEVATIONS SCOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. TH13 SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 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 REOUIR"LMENTS. EXTERIOR ELEVATION I/t• MAX. —� SMiM SPACE SHIM AS REO'D (SEE NOTES) WINDOW FRAME JAMB GLAZING (TYP. SEE NOTES) PERIMETER CAULK BY OTHERS / EXTERiSR FINISH J B4 OTHERS — vINDOv WIDTH I-I/A' MIN. EMBEDMENT ONE BY WOOD BUCK By OTHERS INSTALLATON ANCMCP. 3/16' CIA. TAPCON CAULK BETWEEN V {D BUCK L HAS OPENING at OTHERS C ,�I 7 CAULK BET1.'EEN I VIN]DV FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING B7 OTHERS S-rCTION B-B WINDOW WIDTH A ' WIND) / , HEIGI B B A EXTERIOR ELEVATION B•o'�'•�rl INTERNATIONAL. INC Q 'ESA EOMEM' �� R FLORIDA EXTRUDERS SANFORD, FLORIDA _R� ��"� •.. • ONE BY WOOD ifs N 1 �� - X _ TITLEfLANGE INSTAL LATIO�N DETAIL CONCF•.a TE H_ADER V/I BY BECK BUCK Br OTHERS DESIGNER FIXED WINDOW 1000. 1750, L 20E0 SERIES - i yP DRAWN BY: BB 'APPROVED BY: U t. -�-� DATE:02/12/02 SCALE: NTS DWG.: FLEx0035 recr.al A,• x(t[c,«mc. Ca•. nl M((r..,f(P.4 (•vA. i:'.( tfa. t•H�v. I�RIA•. u+K r,ot a+ c-m(f r...at A.': exA INSTALLAT:ONN ANCHCR @NC BY BUCK Ico SCREW BY OTHERS -BUILD DOWN CAULK BETWEEN VINt-.1 BY OTMER$(ALSO FLANGE t SHEATHING APPL:CS N -. TO SIW 11) SHW AS FEO.O. AT a:.r INSTALLATION ANCHOR WITH LOAD SCARING SHIM. MAX ALLOWABLE SHIM STACK TO BE 1/4'• PLYWOOD (T fPJ WINDOW FRAME MA'E2%1L' ALUMINUM ALLOY 6063. BY CTHER$ \ 1-}/9' MIN. 3) TAECON INS Au-ATICN ANC:-CRS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIE'AE I IIII r EmSEDM_vT MIN. EMBEDMENT OF 1-1/A' INTO MASONRY OR CONCRE7, 110 INSTALLATION SCREWI ACHIEVE HEAD & JAV�S MFRAIAING MIN EmEEDM NT INTO WOODAT AND SUILC-DOWN WHERE REWIRED. Ex CR:OR FINISH -- INSTALLATION ANCHORS & SCREWS TO BE PLACE) 6 IN. FROM CORNERS & 24 IN. BY OTHERS O.C. MAX. A) USE SILICOHUZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL & JAMBS. S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF _( WINDOW FLANGE. - 1A•' MAx, SHIM SPACE 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASSIS ALSO OUAUFICD. --r 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY I OTHERS. SUP) DOWN MUST BE OF SUFFICIENT STRENGTH TO ACEOUATELY 7RANSFER LOAD FROM WINDOW TO THE STRUCTURE. { P) FLORIDA EX7RUOERS 1000 SERIES DESIGNER WINC•OW SHOWN. THIS PRINT ALSO APPLES' TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. PERIMETER CALK, v P) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF BY OTHERS - THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL SHIM A: PEp'D CONFGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750• & 2OC•0 (SEE NOTES) SERIES DESIGNER FIXED w:NOOw FRAMING SYSTEMS. 10) WINC•OW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW FRAME MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. HEAD wm00w HEIGHT ExTER:OR V:NDOV FRAY.E-- S:LL PERIMCTCR CA.ALK BY OTHERS Ex, AMR —� E- CT \ S' OTnCRE \ GLAZING (TYP.' SEE NOTES SHIM AS REO'D (SEE N07ES) CAULK BETWEEN �/ d WINDG•: FLANGE t ONE BY vOOD BUCK CAULK BETWEEN WOOD B•.'x t MA''CNP- OPENING BY OTHERS CDMCRE7E OR CEC T ION A —A MASCNRT BY OTHC<S SUCK HEIGHT ----- 1 1/A N.U.. SHIM YA)E EXTERIOP ELEVATION Q L,1-1/: MINCEWR-A J FLORIDA D.0-4.F.' . EMBEDMENT 11ANUFA \,—L1 VP'TJ� 1�ti1T1T'• ONE BY WOOD BUCK' BY OTHERS II 11 MA STER 1 ER 1� TEAT'! INSTA'- ATION ANCTSJP 3A16' ZIA. TAPCON "11 Aj.•J r; j1� BUCK WIDTH TWO BY FRAMING BY OTHERS SHIM A$ REO'D (SEE NO -ES) 9 MIN. EMBEDMENT 1/A' MAX. SHIM SPACE CAULK BE7YECN TWO PY BUCK - t .C-S-IRET-A BY OTHERS INE i ALL ATIDN ANCHOR •10 SORE X.I a W!NDOV FRAME CAL"-K BETWEEN JAMB �� VINDOV FLANGE •� t V.:CD PUCK GLAZING \ SEE NOTES) d CONCRETE OR MASOTHE PERIMETER CAULK Br OTHERS BY OTHERS VINDOV WIDTH - EXTEP:CR riN1SM SECTION E—B BY OTHERS WINDOW W.07H A WINDOW B B A. +_ Ex -;Epic? E' E VA.TION — j 1/4' PAX, ■: INSTALLATION CAULK BEHIND FIN I' MIN. SwL SPACE ANCHOR SCREW (ITF.) EM�piMt ' tvO Br FRAMING SHIM AS REO'➢. Br OTHERS <_MfATH1NG iv0 BY BUILD (SEE NOTES) Br CTHERS DOWN BY OTHERS CAULK BEHIND fiN FIN FRAME JAMB N0 XB INSTALLATION SHIM AS REO'D. 1)LSHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING ANCHOR SCREW (TIP.) ( (SEE NOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/<•. GLAZING (TYP.� 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 606!. SEE NOTES) t� INX 3) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW F.N AT MEAD, SILL L( JAMBS. 1 �SMIN SPACE A) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF � LMBT.DCMt WINDOW FRAME. - / 5) GLASS .SINGLE MAY VARY PER THE REQUIREMENTS OF ASTM OuA CLASS CHARTS. SINGLE AT TEA IS SHOW^+, MSULAHOU GLASS 15 ALSO OUALIFSUF SHEATHING 6) SCREW ANCHORS a1 HEAD. SILL k JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT BY OTHERS E LTH. TO PROVIDE MIN.1 N. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /9 ExiERlED2 EXTERIOR FINISH . SCREW ANCHORS.6' FROM CORNERS AND 24 O.C. MAX.. By OTHERS o 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY -\—EXTEPI,30 FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY BY GTNCRS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO PERIMETER CAULK By OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &.2000 SERIES. —VINODV vIDTN—.-; 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF BY OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN.FRAME HEADER CONFIGURATIONS TrAT CAN BE MANUFACTURED FROM THE 1000, 1750. k 2000. SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SEC T iON B-B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. GLAZING (TYP. f SEE NOTES) - EXTERIOR. PERIMETER CAULK FIN FRAME SILL BY OTHERS SHIM AS REO'D.- (SEE NOTES) / EXTERIOR FINISH BY OTHERS •B INSTALLATION ANCHOR SCREW. (TYPJ SHEATHING BY OTHERS i' milt NY EDMENT .. SECTION A -A L 1/(' MAX SKIM SPACE - TWO by FRAMING EXTERIOR ELEVATION ' By OTHERS I - CAULK BEHIND FINcEN+ a`�� l` 1l 2002 )w iT )w iT EXTERIOR ELEVATION FLORIDA EXTRUDERS' SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY:BB APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 AKA.A(1 fir: Mpp[l i((�Q(Ki ('}I L'1• NI(AwiW1 1v1. 9Lt( l)A K�I.R iOR1Y Riot I.O( ti, M-Q713 .0 Mf (tyy: /3 CONCRETE OR SHIM AS RE'D'D _ MASONRY OPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE L WOOD BUCK CAULK BETWEEN PERIMETER WOOD BUCK L CAULK BY MAS'Y. OPENING OTHERS BY OTHERS STUCCO BY, OTHERS C 11 IINSTALLATION ANCHOR 88 SCREW (TYP. WHERE — TAPCONS ARE NOT REO'D-) SLIDING GLASS DOGR'FRAME SILL _INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR RB SCREW (TYP. WHERE ONE BY WOOD TAP=ONS A<E NOT REO'D.) BUCK BY OTHERS F11/4' MIN, EMBEDMENT SLIDING GLASS DOOR FRAME HEAD 1/4' MAX. SHIM SPACE SLIDING GLASS DOOR FRAME JAMB _ TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS —�— S.G.D. VIDTH 1/1' MAX. SHIM SPACE I I/4' MIN. EMBEDMENT I ONE BY WOOD BUCK BY OTHERS INSTALLATION ANC.ICR 3/16' DIA. TAPCON SLIDING CLASS DOCK HOOK STRIP 1-1/4' MIN. EMBEDMENT 1 r CONCRETE OR MASONRY OPENING BY OTHERS \ d C CAULK BETWE LEN I WOOD BUCK MAS'Y. ,OPENING BY OTHERS CAULK BETWEEN I HOOK STRIP L WOOD BUCK OME BY VOOD BUCK 'BY'OTHERS STUCCO 7 SYOTHERS ,j. B.O.A�F•(TYP�SLIDING ) ED GLASS - (TYP.) SECTION BACI'1IJRER T1it��tap�lr,; GLASS DOOR r.�s �v't-.r )Eers IOCK MASTER FILE # HOOK STRIP DETAIL t ..CAULK BETWEEN G WOOD BUCK'L MAS'Y. OPENING BY OTHERS SH;M AS REO'D. I (SEE NOTES) INSTALLATIONS ANCHOR 3/16' DIA, iAPCON 4 CAULK BETWEEN DOOR FLANGE L WOOD BUCK: a CONCRETE OR MASONRY OPENING BY OTHERS 1) DOOR MATERIAL- ALUMINUM ALLOY 6063. 2) TAPCON TTPE IN'TALCATIO. ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT Of I-1/4' INTO MASSINRY OR CONCRETE. " 31-ALTERNATE TAPCON INSTALLATION' AHCHORS.FRONT TO BACK IN ALL FRAME MEMBERS. - - 4) TAPCON ANCHOR -CHART ON BACK CIF THIS SHEET. 5) USE SILICOMIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT'HEAD It JAMBS. 63 USE SILiCONIZED' ACRYLIC- CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF: 71 IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHORDUANTITY.LISTED WITH NEXT,_ LARGER SIZE. 'FOR'THE APPROPR14TE 'DESIGN PRESSLME RED-D. 8) FOR POCKET DOOR SIZES USE CLOSEST BIPAS'A DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE-TAPCCMS. IN FRONT OF NOOK STRIP AS SHOWN, -' 9) 'GLASS THICKNESS MAT VARY PER REOUIRENfNTS OF ASTH..E1300 GLASS CMRTS. 10) ALL fACTDRY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED_ WITH RB SCRCVS OF SUFFICIENT LENGTH TO PROVIDE MIN 5/8' EMBEDMENT INTO WOOD BUCK. li) DOOR WIT IS APPROVED USING TEMPCRED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 12) JAMB / SILL. CORNERS ARE 70 BE SEALED WITH A SMALL JOINT SEAM SEALER. Ii) SHIN AS REO'0. AT CA. SET OF INSTALLATION ANCMGRS. MAX. ALLOWABLE. SHIM STACK TO BE 1/4. IM) ALL INSTALLATION ANCHORS MUST BE MATE OF CORROSION RCSIStANT MATERIALS. 15) -WHERE 'X' REPRESENTS MOVING PAMEL AND •0' REPRO SE MIS FIXED PANEL_APPROVED A � COW IGURATIONS ARE AS LISTED OM ANCHiR CHART DM BACK, OF THIS SM£aT. ' 16) HUT ALL CONFiGIRATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION EXTERIOR ELEVA":ON SECTIONS 'A-A','B-B•, L NOOK STRIP DETAIL APPLY 40 INSTALLATION Of ALL APPROVEL. 2 PANEL DOOR SHOWN COW ANET 17) INSTALL -OHE tAPC[M IN EACH PAIR [If FACTORY APPLIED WSTA,lAi1DM HOLES UNLESS NOTED OTHERWISE ON ANCHOR CHART. SEE BACK OF THIS SHEET.. 181 FLORIDA EXTRUDERS to" SERIES SLIDING GLASS DOOR 1S SHOWN THIS PRINT ALSO APPLIES TO . .. 20M SERIES AND 500 SERIES.. ...... --.. .._:. _ '- \ REVS DESCRIPTION DATE JINIJ EXTRUDERS LIBERALLY APPLY. rl FL O P' I D A INT:. INC. SANFOP.D FL. CALL.KIN, UNDER SILL INSTALLATION ANCHE4 OR SET SILL IN BED TITLE: SLIDING GLASS .DOOR 3/16' DIA. TAPCON OF CONCRETE SECTION A -A INSTALLATION WITH TAPCONS DRAWN BY:3B APPP.OVED BY: ^�{fi .. DATE:10/25/01 SCALE: NTS DWG ; : FLEX0021 RDr•Airn ■, Mt0 T L APPLIG7IDM CKs-MCERH4 INC.. rA INTER-TIDM RK . SUITE LSO. KAnItOv, %ITR:CA, 327A6..M07-8C5-O3L3 FAX M07-B:3-C766 Lj TEMPERED GLASS (TYP.) DOOR HEIGHT i J Fn. D F. `� EM3EDMENT 1-1/4' MIN. O SHIM AS RE'0'D INSTALLATION ANCHOR (SEE NOTES) Re SCREW SHEATHING BY ETHERS CAULK BETWEEN DOOR FLANGE BvppD BY L SHEATHING Y OTHERS 1/1' MAX. \ I \ I I SHIM SPACE r DOOR WIDTH �j�--1/4' MAX. SHIM SPACE TWO BY WOOD 1-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS DOOR FRAME . 1 I-1/fi" MIN. EMBEDMENT TEMPERED GLASS STUCCO J (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS y� GLASS (TYP.) ^ All X'J :.:....liL •.:�. ;._ S.. DOOR HEIGHT SECTION E-B SLIDING, GLASS. DOOR FRAME SILL SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP (SEE NOTES) INSTALLATION ANCHOR B8 SCREV rE— DOOR CAULK BETWEEN FLANGE t SHEATHING INSTALLATION ANCHOR R8 SCREW TWO BY WOOD BY OTHERS CAULK BETWEEN HOOK STRIP t SHEATHING I/D' MIN. EMBEDMENT SHEATHING BY OTHERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO (TYP.) _STUCCO OR SIDING OR SIDING - - BY :OTHERS - BY OTHERS SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL ND C$'..... .. ... U DOCR MATCRIAL: N SCRCV ALLOY T 6, Or .... _. 2) •9 1-1/0-I TO SCREWS MUST BE OFNSIFF(CfENT ANHLENGTH TO ACHIEVE M MIN EnBEDNCMT - or t-1/B'. INTO .v0O0. TAP CON 1TPC INSTALLATIrM ANCHGRS At. SILL MIST BE Of ' SUFFICIENT LENGTH TO ACHIEVE HIM. EMBCDMEN! a 1-iit', INTO MASONRY 0. CONCRfTC: -' O) INSTALLATION ANCHOR CHART ON BACK Of THIS SHEET. -- a USE SLICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT MEAD i JANBS. S) USE SIL CON ZED ACRYLIC CAULK FDR PERIMETER SEAL AROUND ERTERIOR Of DOOR. '' 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR CKAANTITY LISTED WITH NCxT, LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSIRf: REO-D......:... ..... 7>. FOR POCKET DOOR SIZES USE. CLOSEST BYPASS DOOR SIZE t CONFIGURATION -to FIMSHCD OPENING PLACE INSTALLATION ANCHORS. IN FRONT OF KJK STRIP AS $NO" e) GLASS. THICKNESS MAY VARY PER REOUIRCHENTS OF ASTM E1300 GLASS CHARTS 9) .DOOR UNIT IS APPROVED USING TEMPERED. GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10> JAMB i SILT CORNERS APE TO BE SEALED WITH A SMALL JOINT: YCAN SEALER - 11) SHIM AS RED'0. AT EA SET OF INSTALLATION ANCMRS MAX. ALLOWABLE -SKIM STALK TO BE 1/4'. 12)- ALL INSTALLATION ANCKCRS MUST 9f MACE OF CORROSION RESISTANT MATERIALS -- IO) WHERE 'c• REPRESENTS r:vING PANEL AND 'O' RCPRESCn'S FIXED S $ME APPROVED CONFIGURATIONS ARE AS LISTED OM. ANCHOR CM;T ON BACK OF THIS SHE T. ELEVATION 1.) ��T,� CONFIGURAy oN; LISTED St R1?ODEtARE AP« INON THIS TO INSTALLATION OF ALLAPPROVED '( EMBEDMENT EXTERIOR CyF,GURAT,DNi ` O A 1-1/A' MIN. 2 PANEL DOOR SHpVN 19 FLORIDA CKTRUDCRS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APP.ICS TO - A .. -. 2000 SERIES. AND 500 SERIES. 0 A REV DESCRIPTION DATE INI EXTRUDER_ S LIBERALLY APPLY FLORID A. INfi. INC. SANFORD F.L. r .... CAULKING SILL ' OR SET SILL IN BED INSTALLATION ANCHOR TITLE: SLIDING GLASS' LASS DOOR OF -CONCRETE 3/16' DIA. TPPCON. . INSTALLATIONWITH #8 SC SECTION 'A A ROWS._. ___.._...__.. DRAWN BY:3H APPP.OVED BY: F !SCALE: NTS DN'G FLE70027:SHT 1 OF 2002 ATE: 12/17/01 —1P 0 I, IRO°ST L APILICATM. ENG!NCCRIWG. INC- 215 IMt ERINtlDNAI PKVY- SJ:TE rA. KC.tNRO.. fLOR:DA. 321.6. 147-ICS-4365 Ma .RY-tR5-03" 1000 P.VJDESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS IX2X1/8. TUBE MULLION SEALANT B .. WINDOW Fl L MULLION SEALANT BETVEENI WINDOW FLANGES L MULLION Q \-08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) WINDOW BETWEE FLANGESN SECTION A —A (1) L MULLION 1000 P.V✓DESIGNER SILL (TYPJ -aror--a-11 #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X i/B / /'' TUBE MULLION II SEALANT BETWEEN VDlDOV RANGES' L MULLION " \_#8 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ' SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION - 1000 P.V✓DESIGNER .SEALANT BETWEEN SILL (TYPJ LWINDOWFLANGES L MULLION #8 X 3/4 SELF TAPPING- SMS I X 4. X L8 Ardwr­wll T TUBE MULLION '-08 X 3/4 SELF — 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (S) APPLIES TO HEAD do SILL WHERE 1 • X 4' 1000 P.VJDESIGNER 2 X 4� TUBE MULLIONS ARE USED SILL (TYPJ AUXILIARY PLATE DETAIL C -TOR ADDITIONAL ANCHORS. W1EN REQUIRED) #8 X 3/4 SELF TAPPING SMS SHEATHING IX2X3/8 O —O FM TUBE MULLION INSTALLATION ANCHOR #8 WOOD MULLID SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP.. TWO BY WOOD #8 X 3/4 SELF BUCK BY 1000 TAPPING SMS OTHERS ,S.H. HEAD (TYPJ 1000 P.V./DESIGNER SECTION A —A (2) SILL (TYPJ MULLION APPLIES TO HEAD h SILL 11MERE 1' X 2' 1000.P.V✓DESIGNER #8 X 3/4 SELF SILL {TYPJ.. _ TAPPING SMS -DETAIL- -6: 1' X 2 7/16' TUBE MULLIONS ARE USED #8 X 3/4 SELF 2 X 4 X 3/8 TUBE MULLION TAPPING SMS 1X27/16X3L TUBE MULLION �— INSTALLATION ANCHOR SEALANT BETWEEN #8 VmD.SCREW RYP� WINDOW FLANGE - - L MULLION'¢ aIP . .:. L1 1/8' MIN. EMBEDMENT I 1 1i8• MIN. ENBEDMERT7 #8 X 3/4 SELF 1000 S.H. TAPPING SMS \ HEAD (TYPJ — #8 X 3/4 SELF TAPPING SMS SECTION A —A (4) 1000 sx HEAD (TYPJ SILL .. L (TYPJ P.V./DESIGNER SECTION A —A (%) SIII ... #8 X 3/4 SELF 13.0• TAPPING SMS I X a X 3/8 TUBE MULLIl,tSNjl?' v I u,� �0 6 a \\-08 X 3/4 SELF - 1600 S.H. TAPPING SMS 'HEAD (TYPJ SECTION A —A (6) DEI91L [ 1. L_� A J. FLORIDA EXTRUDERS INTERNATIONAL, INC SANEORD. FLORIDA ALE SER. 1000/ 150.0 FIN SHEET 1 OF 2 . ..-: TRIPLE`HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR " DESIGN PRESSURE, CAPACITIES.. DRAWN BY: MSH APPROVED BY: DATE:2/6/02 SCALE:NTS DWG.: IHMFINTR TYPICAL MUWON 70 CONCRETE O'JAMB DETAIL SEALANT BETWEEN 1000 P.W./DESIGNER (APPLIES TO JAMB WHERE 1- X 4- VINDOV FLANGES SILL (TYPJ k 2' X 4' TUBE MUWONS ARE USED) Q i MULLION - 1000 P.V./DESIGNER - J SILL (TYPJ / #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE DR MASONRY . BY OTHERS INSTALLATION ANCHOR 3/16' DIA. I X 2 X 1/8 1 X 2 X 3/8 TAPCON SCREW ANCHOR (TYPJ TUBE MULLION TUBE MULLION EXTERNAL MULLION SEALANT BETWEEN ONE BY WOOD ...INSTALLATION CLIP VINDOW FLANGES ' NTRAL FLOIMA B�®�A.F� BUCK BY OTHERS L MULLION _ MANUACTUM NAME: �LdR/D,9. E�h-RU1��R5 _ #8 X 3/4 SELF MULLION #8 X 3/4 SELF . ?AAS MR FM # TAPPING SMS 6. 1000 S.H. TAPPING SMS 1000 S.H. HEAD (TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION A —A (2i `I+DQW FLANGES SECTION A —A (1 i - 1000 P.V./DESIGNER 1000 P.W./DESIGNER 1000 P.V./DESIGNER r SILL (TYPJ SILL CTYPJ a . SILL (TYPJ. r #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 i X 2 7/16 X 1/9 2 X 4 X 3/8 L�-1 1/4' MIN. - TUBE MULLION TUBE MULLION TUBE MULLION EMBEDMENT SEALANT BETWEEN SEALANT FLANGES SEALANT BETWEEN WINDOW L MULLION WINDOW FLANGE L MULLION -A #8 X 3/4 SELF A #8. X..3/4 SELF 1000 S.N. TAPPING SMS IOOO . Sit TAPPING SMS HEAD (TYPJ HEAD (TYPJ - SEALANT BETWEEN SECTION A —A U31 SECTION . A —A (4i #8 X 3/4 SELF WINDOW FLANGES L MULLION TAPPING SMS 1000 P.W./DESIGNER SEALANT BETWEEN . 1000 P.W,/DESIGNER - SILL CTYPJ WINDOW FLANGES SD_L (TYPJ �1000 S.H. L MULLION #8 X 3/4 SELF HEAD CTYPJ ELEVATION, #6 X 3/4 SELF TAPPING SMS SECTION A —A (%) VIEWED FROM EXTERIOR TAPPING SMS' X 4X1/8. 1 X 4 X 3/8 1 `.TUBE MULLI TUBE MULLIDN ON/ INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, 'FLORIDA -' - TITTLE: SER. 1000/ 1.500 FLANGE SHEET ' 1 - OF 2 TRIPLE-HORTZONTAL MULLION SECTIONS.:- . SEE OTHER SIDE (SHEET 2 OF 2) FOR #8 X 3/4 SELF ' DESIGN PRESSURE CAPACITIES #8 X 3/4 SELF TAPPING SMS TAPPING.SMS1000 S.H B YCCc 1000 S.H. HEAD CTYPJ i B DRANK BY: MSH . APPROVED I - HEAD CTYPJ DATE:2/6/02 SCALE- _ DIM: 1HMELGT SECTION A A: (51 SECTION to —A (6i _ .. APPLIES TO HEAD do SILL WHERE I" X 4" 1000 P.WJDESIGNER 1000 P.W./DESIGNER 2' X 4" TUBE MULLIONS ARE USED SILL (TYP.) SILL (TYP.) AUXILIARY PLATE TOR ADDITIONAL ANCHORS. WHEN REOUOZED) DETAI #8 X 3/4 SELF #8 X 3/4 SELF Q TAPPING SMS TAPPING SMS SHEATHING 1 X 2 x 1/8 I X 2 X 3/8 p. p TUBE MULLION TUBE MULLION — — — INSTALLATION ANCHOR #8 WOOD .-SEALANT BETWEEN MIILLIOn - - f - - - - SCREW (TYPJ WINDOW FLANGES .. - L MULLION Q -. EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD \\ BUCK BY OTHERS SEALANT BETWEEN #8 X 3/4 SELF `— #8 X 3/4 SE UI`47C3iAE., FiA�ib �. .lt,.�, WINDOW FLANGES TAPPING.SMS �1000 S.M. TAPPING SMS L MULLION 1000 S.H. — HEAD (TYPJ HEAD '(TYPJ MAIM?A�CTURY. MULLION _ SEALANT BETWEEN SECTION A —A (2) WINDOW FLANGES SECTION A —A (1)Ol2l L MULLION 1000 PW DESIGNER 1000 P.W./DESIGNER y<j3':� p r SILL (TYPJ .. r SILL CTrPJ _ _ TA A I #8 X 3/4 SELF / #8 X 3/4 SELF 1000 P.W,/DESIGNER D TAPPING SMS TAPPING SMS SILL (TYPJ 1 1 .X 2 7/16 X 1/8 1 X 2 7/1I X 3 fi TUBE MULLIONTUBE MULLION 48 X 3/4 SELF TAPPING SMS Fvq2X4X3/8. TUBE MULLION i SEALANT BETWEEN I 1 1/8, MIN WINDOW FLANGES - {4•••--- }.,MULLION EMBEDMEN _ FIcvATION SEALANT BETWEEN - ......:._. .. VIEWED FROM EXTERIOR WINDOW FLANGE .. L MULLION _ : DETAIL B . SILL APPLIES TO HEAD & SI WHERE 1 X 2 -�� � k 1" X 2 7/16",TUBEMULLIONS ARE USED #8 X 3/4 SELF #8 X 3/4 SELF ac.nu l000 S H ` TAPPING SMS 1000 ..S.H. TAPPING SMS HEAD ,(TYPJ HEAD (TYPJ tt ANCHOR SEALANT BETWEEN SECTION .A —A (3) SECTION A —A (4) 88 WOOA SCREW DR t8 WOOD .SCREW WINDOW FLANGES ` RTp� L MULLION _ ` HORIL CLIP. 1000 P.W./DESIGNER . SEALANT BETWEEN 1000 P.WJDESIGNER SILL (TYPJ WINDOW FLANGES; SILL (TYPJ ` TAPPING X 3/4 SELF L :MULLION TAPPING SMS - I #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H. SECTION 'A —A (%) I Val MtK 1 X 4 X 1/8 i X 4 X 3/8 HEAD (TYPJ EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERSERNATTONAi., INC SANFORD, FLORIDA 1000/ 1.500 F I N SHEET 1 ❑F 2 . ` TWIN HORIZONTAL MULLION SECTIONS r. hST SEE OTHER SIDE (SHEET-2 OF 2) FOR Ii #8 X 3/4 SELF #8 X 3/4 SELF r . DESIGN,.PR.ESSURE CAPACITIES TAPPING SMS TAPPING SMS = \_1000 SH .., ' HEAD (TYPJ .. MEAD (TYPJ =8 F_8.200Z .Diz BY: MSH APPROVED. BY: SECTION `A —A (5) SECTION A —A (6) -•::; DnTE:2/6/02 SCALE: DWG.: IHMFINTW /B SEA.L.ANT BET`+'EEN VINC•8`✓ FLANGES L MUL LION Inns P.k'./DESIGNER I SILL (TYP.) e8 X 3/4 SELF TAPPING SMS \ r-: X 2 X 1/? T-;-E MUL_IGN ice AN aETV=cN WIh�^_: FLANGES- . L MILiCN u \--#B X 3/: SELF 2QCQ S., TAPPING SMS SEALANT ?ET V_pN ° .iN�+•r FLANGES S= C T ION A-h (1 ) 100-3 P.W./DESIGNER f—SILL (TYPJ I #8 X I/4 SELF TAPPING SMS 1 X 2 7/I6 X I/8 r---U)rl Jf TUSE MULLION SEALANT BETWEEN WIN;vW FLANGES' L MJ? LICN '—#8 X 3/4 SELF 1000 S.H. MAPPING SMS HEAD (TYPJ SEALANT-BETVEEN SECTION A- WINLCV FLANGES L MULLION r-1000 P.W./DESIGNER'. SEALANT BEV,'"N r S-ILL (TYPJ VINMV FLaNC_S L8 X 2/A SELF L 4ULLi0-N ^ TAPPING SMS X 4 X 1/8 I �!P!CAL NU!! ICN TO CONCRETE C JAMS r �10G0 P,`::/DcSiu'NER i (APPLIES TO .A,UB WHERE 1' X 4' I SILL (TYP,) i d 2" X G' TUBE MUL DONS ARE USE(>) I xE X 3/4 SELF 1 I1 TAP PIN'S4$ CONCRETE OR MASONRY i aY OT;iEn"S ` 3 I, d 7�. t E" _ H W^ED�� FLOP . �.® ii1.II' ' 21J < SY OTHERS I°3AME° I;y X 3/4 S�= - LorflD9 .�. }U� :Con S L+ TA°P1'y.vu SkS Ttl. -A =1 „ INS T A.LLATIEdv ANCHOR. 3/'a' WA. TA?:_N SCREV ANCHCR'<TYFJ -- EXTERNAL MULLIGN -INS?R ,LLATIDN CLI?,, =CiiON 'A -A ('�iCLo � °0G_R ' L Ci YP.) 1 Si_L (T YP.) ./DES:GPi -F I �—'s x 3/1 LF aI it� A P'NG SMS I S X 3/4 SELF 1 X 2 7/15 X 3/^a / TAPPING SMS I I� TU?E MU LIO: fF 2 x 4 x 3/8 i -� 1 1/4_ MiN.. SHE ML�LT� aM3c,:^ciT $EALAk? BE?4'EEM V i:.DuW FLPZE - L MUILLIQN' 1` \--;:8 X 3/4 SELF \--• IC00 S.H TAPPING SMS rcAD (TYPJ SECTION A -A (a r-1000 P.W./DESIGNER C:LL (TYPJ I --#2 X 3/4 SELF TAPPING SMS T 1 X A X 3/8 N•--#8 X 3/4 SELF #fi X 3/� SELF 1000 S.H. 00C S.H. TAPPING SMS \—I TAPPING SMS N �-_A:) (TY'rJ HEAD -,YP.) _ .,.Oh A A ( T,�,� Ate•=<..... AJLLICN I_ A i y I� I A `#8 x 3/4 SELF I �� •\ TAPPING SMS, i L- 1000 S H I HEAT, "YR.) \ i El EVATiCN .SECTION A —A (7 VICNEO FROM EXTERIOR �FLORIDA EXTRUDERS INTERNATIONAL, I SANFORD, FLORIDA . ° f rrrLE: S� R , CEO/ i 50f� LA�iGc ...SHEET 'I OF I . i TWIN HGRIZONTAL MULLION ScCTIONS i i u Cf; S [Al= ♦JHLC t ' Uf n : -G/ f RJR 1 i DESIGN PRtSSUREE CAP.ACITIES._; ,, 1DRAWN BY: MSH APPROVED BY: FEB 15 2002 !DATE:2/4/02 SCALB. PATS DWG.:' ; HMFLGT'�' /7 r1000 P.W./DESIGNER SILL (TYPJ it 48 X 3/4 SELF TAPPING SMS U Ix2x1/8 TUBE MULLION . -SEALANT BETWEEN WINDOW FLANGES- L MULLION U SEALANT. BfiVEEN _#g X 3/4SELF WINDOW FLANGES: TAPPING SMS L MULLION 1000 SH. HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTIONA—A L MULLION 1000.P.V✓DESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS . 1 X 2 7/16 X 1/8 fTUBE MULLION 1 SEALANT BETWEEN WINDOW FLANGES- L MULLION - #8 'X 3/4 SELF 1000 S.H. ..TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES - L MULLION 1000 P.V✓DESIGNER SEALANT BETWEEN SILL (TYPJ WINDOW FLANGES L MULLION 08 X 3/4 SELF TAPPING SMS "I X 4 X 1/8 ( yl / TUBE MULLION . \—#8 X 3/4 SELF _. .._TAPPING SMS 1000 S.H.- - HEAD (TYPJ .. . SECTION, A —A (5) 1000 P.W./DESIGNER AUXILIARY PLATE SILL (TYPJ WOR ADDITD3 AL ANCHORS. V/EN REQUIRED) . 6 #8 X 3/4 SELF TAPPING SMS 6_ O 1X2X3/8. KM APPLIES TO HEAD do SILL WHERE 1" X 4" k 2" X 4" TUBE MULLIONS ARE USED ING TUBE MULLION MA110rH INSTALLATION ANCHOR #8 WOOD O SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP CENTRAL 'FL©ITMA O.L O BY WOOD #8 X 3/4 SELFn. � CK BY. OTHERS �1000 S.H. TAPPING SMS _ ME: HEAD. 1\ HEAD_(TYPJ'. 'oR/P9,IrR SECTION A -A (2MASTER ME ) MULLION 1000 P.V./DESIGNER SILL (TYPJ III Tmt L� �r-- .A -- #8 X 3/4 SELF 1000 P.V✓DESIGNER TAPPING SMS SILL (TYPJ 1 X 2 7/16 X 3/8 / t A TUBE MULLION #8 X 3/4 SELF TAPPING SMS 2X4.X3/B TUBE MULLION _J SEALANT BETWEEN WINDOW FLANGE - L MULLION.FJl �#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (4) 1000 P.V./DESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 1pwwrF_—_-m ` TUBE MULLION WE #8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) ,..SECTION A —A (6) t 1 1/8' MIN. ---. EMBEDMENT `; ELEVAnor�'. MEWED FROM EXTERIOR DETAIL 8 APPLES TO HEAD h SILL. WHERE 1' X.2'.. .. .. .. .._ . G 1X 2 7/16' TUBE MULLIONS ARE USED .�..:. .. ALLATION ANCHORLlij F_.:17- OOD SCREW.). \_#8 CLIP . X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (7) I 11 HEAD (TYPJ --1 N t— EMBEDMENT — :.FLORIDA �.;LORIDA EXTRUDERS �'TERNAD,. _ F IDA SANFORF T=: SER. 1000/1500 FIN SHEET 1 OF. 2 HORIZONTAL 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 I DWG.: 1 HMF I N J` 'v'CC P.V./DESIGNER 'r iii_L (TYP.) SELF TAPPING SMS r+_k xlffi . S-ALAA 3ETV�.N � W;NDG•. FLav'vES- 11 ' SEA 4'a ° TVEENI aa x `a S=: - VIN u - F3.ANuES TAP-iN_ SMS (1 1' P.) SEALANT-B:iV"cEN VINDDV FLANGES SECTION . A —A I J .L M•JLLi:iif - JCCC P.w./DESIGNER r SILL (TYYPJ :a X 3/4 SELF TAPPING SMS �-- i X c. 7/16 X i/a % TUBE MULLION !-ICCC ?:V./GESIGvEi PiCAL MULLION TO CONCPETIE 0 JAUA (.4rPL!ES TO JADE WHERE I� X 4° 4 r,—� -TA;L_C 2" X 4 ,J8_ MULLIONS A,R I � i ! i —sq X j/4 SE!.F TAPPINIG SMS OVNvRI =MsAYS III CONCRIII CNR= BY OTHERS i DIA. INSTALLATION ANC'FIGR 3/16' TA?CGSC2=V ANCHOR iY?.) - i!III II X EXTERNAL ML?,L17N Q, INSTA_A.TIGN CLIP I Bl--cx BY. QTHERS j i j Ili ti-aa X 3/4 _.- T°'PIN. S,`f$ ��.F. .�T.�770�.. 1�.T�.xp� �1.taii Ua AC 1 ClRER E: ! l . 1�ti1P - H_AD/1 EX772uDERS SECTION' A —A 2�MASUR og # 6 I I I i ; r V./DESI'u iER I� SILL SILL (TYF` i a 1 #o X 3/4 SELF.n� r�.NU e P.V./DE�...N_R �TA?Pii_ SMS . 1 SILLL (TYPJ. : x e. 1 s x 3/ a TUBE MULLION -►4 i- - 1 1/4' MIN. xa X V4 SELF II TA. PINE SNS EM1-ED?✓-NT SEA, AN, BETI.ELN _ V1NH. FLANGES L MULLION SEALANT BIT' *EEN LA / \ VINDOV FLANGE '( L MULLON �#a x ^14 SELF X ?/4 SEL- ... `— le.c s,H. TAPPING SNS �- 1000 S.H. TAPPINC SMS HEAD (TYP.) HEAD (TYP.) SEALANT BETWEEN SECTION A. —A (3i SECTION A —A. t Al WINDOW FLANGES L M'-iLION Y-1CCC P-W./DESIGNER sEALANT BETWEEN (--Joao P:.1./DESIGNER SILL (TYP.) WINDOW FLANGES - SILL (TYP.) 3 e SEILF I � r•#'a X 3/4 SELF �.. �TAPPING SMS \1 X 4 X 1/B �TAPPING SMS l X 4 X 3!8 \ nnl rlo-1571-1I IUi L MULL1UN � 1 �I waE n�L_tTri TUBE MULLION ._. I .... I I�-TAL I�_ i x 3/ 4 ELF ZAPPING SMS ELEV.ATiON ±COO S.H. SECTION ION A -A (% V!EWED FROM EXTERIOR ITITM CER. 10J,00/ 1500 Fi A.NGE SHEET 1 OF. 2 Ii � NS!i dEH0R i ZuNIT AL G.- - nr r n - SLL J1 nLR S '= � J"TLG � G _ Uf' 2) - f um 1SELFj DESIGN PRESSURE�4�P.C1 I it$ .. ..... 8 x 3/a SELF x '` ` TAPPI14G SMS \ ICCC S H ; ya Sn ICCC S. ;DRAWN BY: itSH AP?ROVED BY: HEAD (TYP.) H=Ar (T Cam!-'f1V . —` "� SECT;^.": -l. (c: _._,_..._. _..:..... ,.8..15:2002 ..'DATE:r/ /tl� _ SCALE: ITS. DWG.: 1HMFl-C, I. A h 1 .J i r- /5 1000 S.H. 1 X 2 x 1/8 1000 S.H. I X 2 x 3/8 TWO BY WOOD DETAIL C JAMB (TYP.) TUBE MULLION JAMB (TYP.) TUBE MULLION j BUCK BY OTHERS #8 X 1/2 SELF #8 X 1/2 SELF 1 1/8'' MIN. TAPPING SMS TAPPING SMS EMBEDMENT - ---------- ---- �SEALANT 2 x gx 3/8 SHEATHING 7XI-1SEALANT BETWEEN BETWEEN TUBE MULLION INSTALLATION ANCHOR #8 WOOD WINDOW FRAME VINDOV FRAME SCREW (TYP.) L MULLION .L MULLION /21 SELF.. #B X 1-1/2 SELF EXTERNAL MULLION TAPPING SMS TAPPING SMS INSTALLATION CLIP SECTION A —A (1) SECTION A -A .(2) MULLION 1 X 2 7/16 X 1/8 l000 S.H. APPLIES TO HEAD & SILL WHERE 1" X 4• 1 X 2 7/16 X 3/8 JAMB (TYP.) & 2' X 4" TUBE MULLIONS ARE USED 1000 S.H.TUBE MULLION 1000 S.H. JAMB (TYP.) TUBE MULLION APPLIES TO HEAD & SILL WHERE 1•.X 2' JAMB (TYP.).- & 1" X 2 7/16" TUBE MULLIONS ARE USED #8 X 1/2 SELF #8 X I/2 SELF #8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SMS TAPPING SMS AI B #8 WOOD SCREW (TYP) 1000 S.H, JAMB (TYP.) — SEALANT BETWEEN VINDOV FRAME L MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1X4X1/8 TUBE MULLION SILL CLIP #e X 1-1/2'SELF SEALANT BEETWEEN SEALANT BETWEEN TAPPING SMS L MULLION 1 1/8' MDt WINDOW.FRAME EMBEDMENT L MULLION_ SECTION A —A (7) s+[ArHm #8 X 1-1%2 SELF. TAPPING SMS DETAIL C - ` VMO FRAMRG —. SECTION AA ('4) - AUXILIARY- PLATE 1 X 4 X 3/8 Q �,�• (FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) TUBE MULLION. ' x LIB A �6 A A — —* 1000 S.H. UR1D # O O JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS #8 X 1/2 SELF TAPPING SMS a�vc�mo SEALANT BETWEEN - - SEALANT BETWEEN WINDOW FRAME WINDOW FRAME L MULLION JL MULLION #8 X 1=1/2 SELF #8 X,lrl/2 SELF TAPPING SMS TAPPING-SMS SECTION A -A (5) _. SECTIONA—A (o #8 SELF TAPPING \V SMS <TYP.) . � DETAIL B MULLION ELEVATION (D VIEWED FROM EXTERIOR 'FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD., FLORIDA TITLE: SER. 1000/ 1500 FIN SHEET_ 1. OF. 2 VERTICAL MULLION SECTIONS - 1 F 9 VO2 SEE OTHER S I DE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY DAT9:2/6/02 SCALE: NTS 1VMF-IN /y JAMS CTY? ) 1100 S -'-i. JAM: CTYP.) x 2 X i/ 8 iv"gip S.n. - TUPE MUL:IuS JAuB (TYP,) ,E X 1/2 SELF 'A°yiriG SMS Sr4LA.NT B- #^S'J \ L Mili._I;N TAPPUI= SMS S=cTION ti-A ii ii x 2 7/16 x :i6 U E'MULLIDN 1 X 2 X 2/9 TU=_ MULLION I ONE BY WOOD__ DETAI. - L 3CC�C BY OThEKS � \ /-C "'�R MASONRY 9Y F_sy Ii i/a• MIN. A 4 . #8 X i/2 S"LF EM,EI MEN- '\ TA? INr SMS f ` i a 1. I SEA'AtiT BETIVEEN S-C7`!0lN 'A —A (L i r-1 X i16 X.3/H 'I 1^00 S.N. —i I TUB- MU_LiON JAMS (TYP.) s x t/2 SELF 7AP?FNL SMS IC00 S.H. i IAMB CTYP.) 1 �. SEALAN BE T VEEIN WINMV FLANGES L MULLION - �- sib X 1-1/2 SELF TAPPING SMS - S-:C? ION A —A (S•) 1X4X1/6 TUPE MULLION f i \S A d. A'I N �ANC� K 3/1t' CIA. TAp�t:N SC P.. 4 r rq C yc 2 X 4 X _;'c ti. _ = RNA- - Mu L ON ... 1 T A. M CIN ?G CON R 0 HEAD - MQf%I.N / ii il.!r LIES TO HEAO & SU `N-1 R 1`: X 4 _ inn - ,tiJ a x e .a�, r RE USECJ +� JAMB CTY?J (� 7Aii J -.:6 x 1/2 SELF� I -INSTALLATION ANCHOR ..AP_•-^V-C d i :, =B X 2 SELF ! 3/1.4- DIA TAPCCN ?APPING SMS ! i 1 SCREW ANCH9Z .CTYP.) II i SILL C_ta � k8 X 1-1/2 SELF SEALANT BETWEEN J i i/�' NiN. I SEALANT BETV_EN TA°PINS SMS - WINDOW FLANGES ' - - _ L MULLION & MULL FLANGES Q -\ -,— 7Hcti' .� -.L MULL'CN r` %1 Q •.. 'Y /o SELF — PR AST SIi BY'-CTHc S f TAPPING .SMS DETAIL C ` " !ARY P AT SECTION A —A t E1 Y !X;FrR aPL. ICNA A-Ci+'uRS, C :N R-,JIBED) 1007 S.N. - JAM3 (-Yp).1 qc x 1/2 SE;-F TAPPING SMS f II , A� I - --SMS CTYP.) f ELEV4 i^vrl . ; o i - VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, INC — SANFORD FLORIDA W� ;TITLE: SER i 000/ i c-;.;0 FLANGE- SHEET I OF 2 C.A Ni-iL 'ti SECTi.�NS �SEALANT BETI:EEN 1 SEALANTz TEEN — WINDOW "LANG_s - WIN77 AN =s i SEt ETHER SIDE < SHEET L MILLION \�#a x 1i2MSE_� G- N �. DESIGN PRESSURE. CAPACITIES 4Q X i /c'SELF APPING SMS . _ _ TAPPINSMS, _ (DRAWN BY: MSS `APPROVED BY FE f; , JON A-.ADTE:�/1/0-2 SCALE:-N, T —S -DWG.• 1\f. =LG ./-I x 2 X I/s lc FI `11 x 'c x 3/e loco S., j JgNC Yo: .1 CN TY=' . / TU^aE MU. FHa- / iUS_ MI;L_ION ; s i- :_E X /= Scer 08 X :J_ SELF X 4 X .3J6 -� TFP?{MG SMS _ TLC cc ,y., ••. \ i. n- ANT _.SEEN % - �\ SEA AN- w.Y_l:V �:AhicS "' \- 'W�:w'J t P't CS .. �_Ar �( .-i/.',S_L• - 6 .� ac I -;Ji_ SELF c!/ T'',4 to-i � _�4 C;N A, .A (11 TYP:CA.L Vert: CAL TO 'r.CK;ZEtiTA_ MULLION TO MULUvN y:~ ix C CX P:•_L l t 1 iNTERNAL CL1P IX .OR ?X MJLL (TYR—) ' X 2 7/16 X 1/9 I X 2 7: 1E % ?/e . . TUB= MULLIO?. _ %^ :^r r. - , rINSTAL1.ATt A14DC.Q is=D Sari. / iota S.H.La_ F.JL_:C-N /IS* DIA TAPL3N •"'I 1 SEALANT B=TVr \ t c r JAMn CTYP.: ' JAMS <T•P•i / WINDOW FLAN EJ `- x2 X 1-./_ S�L. �I I ' SCREW ANCHOR TYPa 8 !?JL ES TAPPING SMS jl 48 X 1/2 SELF >i8 X 1/2 SELF TAPPING SMS r� TAPPING SMS Q l \ -:',1 .1/4': MIN. j Q E�MB=JDMENT YidIND 1 PRECAST SILa BY OTHERS SEALANT BETWEEN SEALANT BETWEEN-A1i-'�^� 1 AI IXII !ARY PLAH WINDOW FLANGES - WiNDOOW FLAP.GES qe X I-I/2 SSLF •�1/ - I G"^a A'LETII]NAL..ANG-t^4S WHEN FEaJLRED: L MULLION ' 6 N -LION TAPPING SMS - .. n o Y 1- t /P TAPPING SMS. S CEC r,OJ .. p- / SECT{ON p.—F. (31 S= X 4X l/E r1X4X3/8 i I A i A B I I- I Q -O .. TUBE MULLION Tu" 4- 1 LION ; / I Y 1 ;: -- - 1��g , ;:iDr TA?PING . LLB i!Q' _ 'iT+UKT ' .. fLo,Q ��' ELEv �. loco S. i laaC S.H. ^ /4? �- ''+r1>ic4d-1 pme, i=1lE� Fft^,•U J_x-ER;C� , JAIMIu :TY;'.: JJNA TVGl �V] ��` •�1 C� --- -- +� INTERNATIONAL, INC k8 x 1/2 SEILr a x ?/2 SELF FLORIDA - EXTRUDERS.: SANFORD, FLORIDA TAPPING SMS4:t TAFFiNG SMS ITLE:SER 1000/1500 FLANGE SHEET 1 0rVERTTCAL; MU•_�I�N NT7 HORIZG'NTA SEALANT BETWEEN SEALASEE OTHER. SI,J CSHEET 2❑F 2) .OR VINu�V 7 AN_$VINDuW FLANucS _ k8 X 1-:/2 S=Lr DtS,J,GN.:P,tRESSURE CP,PPC,I,T'IES 4 MMLICIN \ TAPPING SuS -T8 x 2 SELF �C0 J: L} 02 DRAWN BY: MSH' APPROVED BYi ` .TAPPING SMS .t`T; ��; � p !.:` � SECTION l —r^, (5 ) S C. A —A DAT'E:2/ 6/02 SCALE" N T S DWG.: . I VMHMF Lu . 3/ SEALANT BETWEEN VINDOV FLANGES L MULLION 2000 P.W./DESIGNER SILL (TYP.) k8 X 3/4 SELF TAPPING SMS 1X27/16X1/8 TUBE MULLION ` SEALANT BETWEEN VINDOV FLANGES a MULLION \—R8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (1) APPLES TO HEAD & SILL WHERE 1" X 4" AUXILIARY PLATE QUAIL & 2IX 4" TUBE MULLIONS ARE USED 4TAI IGNER s'M ADOITMNAL ANCHORS..VNEN REWIRED) O X 3/4 SELF SHEATHING PING SMS I X 2 7/16 X 3/8 TUBE MULLION INSTALLATION ANCHOR N8 WOOD SCREW.(TYPJ l 0 EXTERNAL `MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 8.X 3/4 SELF.. TAPPING SMS MULLION: HEAD (TYPJ 2000 F'.W./DESIGNER APPUES TO HEAD & SILL WHERE I' X 2' SILL (TYPJ t I- X 2 7/I6' TUBE IIULUONS An USED SECTION A —A (2) MAIL #8 X 3/4 SELF , / TAPPING SMS . ` THNG 2 X 4 X3/8 TUBE MULLION INSTALLATION AN—R rd YLO SEALANT BE.TVEEN iWlts'a+`-- n WINDOW FLANGE tip L MULLION �e vaan SCREW Z (H -Noarz CLIP. �1 1/6'. MIN. EMBEDMENT I EMBEDMENT DETAIL [� SEALANT BETWEEN SEALANT BETWEEN �-7t8 X 3/4 SELF WINDOW FLANGES WINDOW FLANGES TAPPING SMS L MULLION L MULLION _ 2000 P,V./DESIGNER 2000 P.W./DESIGNER EA S.H. H SILL (TYPJ SILL (TYPJ HEAD (TYPJ /—e8 X 3/4 SELF f #8 X 3/4 SELF SECTION A —A (5 / TAPPING SMS TAPPING SMS 1 X 4 X 3/8 . % 1 X4X1/8 ri TUBE MULLION Fn' IFTUBEMULLION v ri L 88 X 3/4_SEIF k8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H.. 1000 S.H. HEAD <TYP7 HEAD (TYP.) 1 EB 2002 SECTION A —A (3) SECTION A —A (4) FLORIDA EXTRUDERS CORD° FLORIDA TrrLE: SER., 2000 FIN SHEET 1 L OFI., - T-Vfft HORIZONTAL.MULLION SECTIONS 1KiPiF `: SEE OTHER SIDE (SHEET 2:OFa2> FOR DESIGN.. -PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/02 1SCALE:NTS DWG.:' `'2HMFINTR 2000 P.W./DESIGNER SILL CTYP.I #8.X 3/4 SELF TAPPING SMS /'IX27/16X1/8 --all J TUBE MULLION SEALANT BETWEEN WINDOW FLANGES—�j��=^ L MULLION SEALANT BETWEEN TYPICAL MULLION TO CONCRETE .m JAMB (APPLIES TO JAM8 WHERE 1" X 4" DETAIL 8 do 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 INSTALLAATIION AN OR 3/16'TYPJ TUBE MULLION EXTERNAL: MULLION ONE BY WOOD — INSTALLATION CLIP BUCK BY OTHERS WINDOW FLANGES L MULLION SEALANT'BETWEEN• - ..FLORID Q �EXTRUDERDM SAnoxai,, INC VINDOV FLANGES .. - `_+ .. .SANFORD, FLORIDA -J MIL LION LLION . .. TizzJ;: SER :20QQ'.FLANGE SHEET I,:©F`; TRIPLE HORIZONTAL.MULL ION SECTIONS #8 X 3/4 SELF #8 X 3/4 SELF `2000 S.H.TAPPING SMS .. 2000 SATAPPING SMS SEE OTHER SIDE (SHEET: 2 ❑F 25 FOR HEAD (TYP) HEan crYPa DESIGN'PRESSURE- CAPACITIES SECTION AA (3) SECTION A -A (4i DRAWN BY: MSH Aoitykn Y 18aa2001 oB, DaTE:2/6/02.._.., .Sei IS. NTS-" Awd.:�2HMF=LGTR 7 2000 S.H. 1 X 2 7/16 X 1/8 2000 S.H I X 2 7/16 X 3/8 JAMB <TYP.) TUBE MULLION JAMB <TYP.) TUBE MULLION #8 X 1/2 SELF 98.X 1/2 SELF TAPPING SMS. TAPPING SMS SEALANT BETVEEN.. SEALANT BETVEEN #8 X 1-1/2 SELF VINDOV FLANGES VINDOV.FLANGES TAPPING'SMS . L'MULLION L MULCMN _. . #8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) SECTION A -A (2) I X4X3/8 OETAIL TYPICAL VERTICAL TO HORIZONTAL MULLON TO MULLION INSTALLATIC INTERNAL CLIP 2x 4X3/8 TUBE MULLION 2000 SA JAMB (TYP,) _1 IX OR 2X MULL 1 X 4 X 1/ 8 TTUBE MULLION TUBE MULLION ' Q 2000 S.FL SEALANT BETVEEN #8 X 1-1/2 SELF M IR JAMB CTYPJ VINDOV FLANGES'— TAPPING SMS EMBEDMENT 2a0a SFI ENT JAMB CTYPJ L. MULLION v .. SECTION A -A (Si PRECAST SILL BY QTHERS AUXILIARY —PLATE #6 X 1/2 SELF #8 X 1%2 SELF (FOR ADDITIONAL ANCHORS, -WEN REQUIRED) TAPPING SMS TAPPING SMS FM0 :'..:Q SEALANT BETVEEN SEALANT BETVEEN X 1-1/2 SELF #8 VDHDOV.FLANGES VINDOV FLANGES TAPPING SMS / 1 . L MULLMN - A A.. v L MULLMN \-#a' X 1-1/2 SELF - .. ,. ,. MULLION TAPPING SMS _ n-. APPLIES TO HEAD & SILL WHERE 1' X 4' & 2' X 4' TUBE MULLIONS ARE USED AUXILWRY PLATE A • TOR ADDITIONAL s.'u . ANCHORS. VNEN REOUIRED) DETAIL C NT �r r LOLL o 1 sL�1N ai A ,y a —AER NAM L SHEATHING SEALANT BETWEEN �} 9il sTI FILE # 7 o_ o � INSTALLATION1. ANCHOR #8 WOOD WINDOW FLANGES SCREW (TYPJ t MULLION DSIGNER NULLtOri 2000 P.W./DESIGACR _ ' SILL 'CTYPJ EXTERNAL MULLION X 3/4 SELF - i8 X 3/4 SELF. INSTALLATION CLIP PING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHERS, 1 X 2 7/16 X 1/8 TUBE MULLION 1 X 2. 7/16 .X 3/8 TUBE MULLION _ , - MULLION .... 4IT"A SEALANT BETWEEN LAI .. Damn i WINDOW FLANGES S MULLION - - 2000 P.V./DESIGNER r-- A SILL (TYPJ 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS IA N8 X 3/4 SELF .. APPING SMS HEAD (TYPJ 1000 S.H. HEAD (TYP.) TAPPING SMS 2X4X3/8 �.�.. �. TUBE MULLION SECTION A —A (1) SECTION A —A (2) 1 1/8' M1N EMBEDMEN ELeAnON SEALANT BETWEEN VIEWED FROM EXTERIOR _WINDOW FLANGE pETAjL APPLIES TO HEAD.& -,SILL WHERE 1' X 2' 6MULLION . _ ' ' @._... 1' X .2 7/16'!.TUBE- MUUJONS ARE USED SWATHV4 . .'INSTALLATION ANCHOR SEALANT BETWEEN SEALANT BETWEEN - WINDOW FLANGES " _: '-- .. - '- i8 WOOD SCREW CTYPJ WINDOW FLANGES L MULLION _. _ .. ___:NORIL CLIP L MULLION. VDESIGNER 2000 P.W./DESIGNER #8 X 3/4 SELF SILL (TYPJ TAPPING SMS X 3/4 SELF PING SMS #8:X 3/4 SELF TAPPING SMS I X 4 X 3/8 —1000 S.H, SECTION A —A (J) 1 1/8' NIN.i HEAD (TYPJ EMBEDMENTTUBE X 4 X 1/B MULLION TUBE MULLIONFLORIDA EXTRUDERS D, OREDAL SANFRO F *//Y— MU:SER. 2000 FIN SHEET 1 OF.2.l�tTWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET,2 OF2> FOR #8 X 3/4 SELF DESIGN PRESSURE CAPACITIESTAPPING X 3/4 SELF SMS SMSf nPPING EB ZGQ2.. l000 S.H HEAD CTYPJ DRAWN BY: MSH APPROVED -,BY,.; HEAD CTYPJ . SECTION A —A (3) SECTION A —A (4) DATE:2/6/02 SCAU: NTS ' Dwc.: 2HMF INTW TYPICAL MULLION TO CONCRETE *JAMB (APPLIES TO JAMB WHERE 1' X 4.DETAIL k 2' X 4' TUBE MULLIONS ARE USED) _ Q CONCRETE OR. MASONRY .- BY OTHERS 1� 2000 P.V✓DESIGNER r 2000 P.W./DESIGNER SILL (TYP) INISTALLATION.ANCHOR 3/16' DIA. SILL CTYP,) TAPCON SCREW ANCHOR (TYP) #8 X 3/4 SELF TAPPING SMS #8 X 3/4 SELF TAPPING SMS X 2 0/16 X 3/8 ONE BY WOOD EXTERNAL MULLION INSTALLATION CLIP I X 2 7/16, X 1/8 TUBE MULLION �-1 TUBE MULLION BUCK BY, OTHERS SEALANT BETVEEN WINDOW FLANGES SEALANT BETWEEN WINDOW FLANGES. 6 MULLION a "� �N 2000 P.W./DESIGNER SILL (TYPJ SELF #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS #8 X 3/4 2000 S.H. TAPPING SMS 2000 S.H. TAPPING SMS 2 X 4 X 3/6 Q HEAD (TYP.) HEAD (TYPJ TUBE MULLION SECTION A -A (1) SECTION A —A (2) 4.-1 1/4' MIN. . SEALANT BETWEEN - - EMBEDMENT' WINDOW FLANGE L MULLEIN P�s�I AcTSJRER I��• DETAIL B A FGvillD4uD�RS r^- E�'�'lEff3 7 _.. ._ _ _ (. #8 X 3/4 SELF 1--- A ;._ TAPPING SMS SEALANT BETWEEN V=GV FLANGES i. MULLION P.W./DESIGNER 2000 S.H. HEAD CTYPJ - 2000 P.W./DESIGNER SILL (TYPa SOLO SILL CTYP.) SECTION A —A (5) #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 X 1/8 1 X-4 X 3/8 FLFVA TUBE MULLION TUBE MULLION VIEWED FROM- EXTERIOR INTERNATIONAL, INC FLORIDA EXTRUDERS . SWORD, FLORMA SEALANT BETWEEN WINDOW FLANGES MULLION TLTLE: SER.: 2000 . FLANGE -SHEET .-1 OF-2- TWIN HORIZONTAL"MULL I'�N'SECTIONS #e x 3/4 SELF #e x 3/4 SELF TAPPING SMS SEE OTHER SIDE (SHEET2 OF 2) 'FOR ` TAPPING SMS 2000 S.H. DESIGN PRESSURE CAPACITIES `-- 2000 S.H. HEAD (TYPa HEAD (TYPJ ,: SECTION A —A (3i SECTION A —A (4) 1 F_620U DRAWN BY:MSH _. APPROVED DATE:2/4_/.02 SC.AU:.NTS nxc.. 2HMFLGTW APPLIES TO HEAD do SILL WHERE 1" X 4" AU iLIARY PLATE k 2" X 4" TUBE MULLIONS ARE USED (FOR ADOITMNAL ANCHORS, WHEN REDUIRED) (D QFTAIL C UNTRAI. FF,OI;<tMA B.O.A.F. SHEATHING gXACTLUE,R NV E O SEALANT BETWEEN F� 1ls� R FH # 7 — HULLIDN INSTALLATION ANCHOR ;WOOD SCREWW (TYPJ WINDOW FLANGES O s i L MULLION 2000 P.V✓DESI&ER " _ . 2000 P.W✓DESIGNER SILL (TYPJ EXTERNAL MULLION SILL (TYPJ #8 X 3/4 SELF INSTALLATION CLIP 08 X 3/4 SELF TAPPING SMS TAPPING SMS. TWO BY WOOD BUCK BY OTHERS w. 1X27/16X1/8 - IX27/16.X3/8 TUBE MULLION TUBE MULLION MUl LION SEALANT BETWEEN WINDOW FLANGES �F—..�A L MULLION DETAi 2000 P.V./DESIGNER 1 SILL (TYP.) (r A ✓ #8 X 3/4 SELF 1000 S.H. TAPPING SMS #8 X 3/4 SELF 1000 S.H. TAPPING SMS (TYPJ #8 X 3/4 TAPPING SMS f - ' HEAD (TYP.) HEAD. - 2 X 4 X 3/8 SECTION A —A (11 SECTION. A —A (2) _ TUBE MULLION 1 1/a MIN. '. EMBEDMENT iLEVATIO VIEWED FROM :EXTERIOR SEALANT BETWEEN _ VINDOV FLANGE APPLIES TO HEAD & SILL WHERE 1' X 2'- L NUILION.:- ,DETAIL - & 1 X 2 7/16 TUBE -MULLIONS ARE USED _.. .' - . ,]MS. ALLAnoN AHd+DR .. . SEALANT BETWEEN ... .. .:. .: SECTION A —A (S) - VOOD-SCREW... _._.RYP� CT SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION _ _. .. NORM CLIP L MULLION R #8 X 3%4 SELF ' 2000 P.W./DESIGNER TAPPING SMS SILL (TYPJ #8 X 3/4 SELF4 TAPPING SMS SELF SMS 1 X 4 X 3/8 S.H.- — HEAD HEAD (TYPJ 1/9' ENT ' EMBEmIENT 1 X 4 X 1/8TUBE TUBE MULLION MULLION INTERNATIONAL INC EXTRUDERS_.snriFORD, FLORIDA: Fl,osmA *#TEA# TrrLE=SERs 2000 'FIN .SHEET 1 OF 2 HORIZONTAL-MULLION.'SECTIONS V V SEE OTHER SIDE.(SHEET 2. OF. 2) ..FOR DESIGN PRESSURE CAPACITIESNG ae X 3/a SELF3/4 SELF SMS MTAPPINGSMSL-a 20021000 .. DRAWN BY: MSH APPROVED BY.,, .Sti. HEAD (TYPJ HEAD (TYPJ SECTION A —A (4) DArE:2/6/02 SCALE: NTS DWG.: 2HMF LN: SECTION A —A (3) TYPICAL MULLION TO CONCRETE 0 JAMB (APPLIES TO JAMB WHERE 1- X 4- OETAI & 2' X 4" TUBE MUWONS ARE USED) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES VINDGV FLANGES MULLION MULLION I I 2000 P W /DESIGNER 20000a P.V./DESIGNER SILL (iy'p) SILL . #8 X 3/4 SELF I #8- X 3/4 SELF - TAPPING SMS TAPPING SMS I X 2,17/16 X 3/8 I X 2 7/16 X 1/8TUBE MULLION TUBE MULLION TAPPING \-#8 X 3/4 SELF ..#8 X 3/4 SELF TAPPING SMS 2000 S.H. TAPPING SMS 2000 S.H., HEAD (TYP.) HEAD (TYP.� SECTION A -A (I SECTION A -A (2) SEALANT BETWEEN WINDOW FLANGE L MULLMN Avis 4 ay v SEALANT BETWEEN .SEALANT.BETVEEN WINDOW FLANGES WINMW. FLANGES L MULLION ..MULLION 2000 P V./DESIGNER 2000 P.W./DESIGNER SILL (TYP.) SELL (Ypj #9 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS X 4 x 3/8 1. X 4,X 1/8 TUBE MULLION TUBE MULLION SILL Y�" 4TAI #8 X 3/4 SELF #8 X 3/4 SELF TAPPING TAPPING SMS SMS 200O.S.H. HEAD (TYP.) HEAD (T*P.) �. . 1 cZ9'rTinKi A -A (3) SECji6N A -A ------1 .... . . . ...... CONCRETE OR MASQNRY-7,,.,� BY OTHERS INSTALLATION ANCHOR 3/161 DIA. TAPC13N SCREW ANCHOR CTYPJ EXTERNAL MULLION ONE BY WOOD INSTALLATION CLIP BUCK BY OTHERS MULLION 2000 P.V./DESIGNER SILL CTYP.i SILL #6 X 3/4 SELF TAPPING Sms 2.x 4 X 3/8 TUBE MULLION L)l 1/4- MIN. EMBEDMENT #8 X 3/4 SELF A TAPPING SMS 2000 SJ-L .HEAD (TYP.). SECTION A -A �U5 -ELEVATIO MEWED 'FR014 EXTERIOR RMMAMNA4 INC. FLORIDA. EXTRUDERS..,-.SANFolW, nORIDA TITI-E: SER. 2000,--.IFLANGE SHEET;--1 OF,2 HORIZONTAL MULLION SECTIONS; : SEE OTHER SIDE (SHEET 2OF 2)JOR DES I GN �PRC5SURE--CAPACl,T,I DRAWN By:MSH APPROVED BY !. 2000 S.H. 2000 S.H. JAMB (TYP.) 1 X 2 7/16 X 1/8 JAMB (TYP.) TUBE MULLION ` #8 X 1/2 SELF TAPPING SMS TWO BY WOOD — BUCK BY OTHERS DETAIL C 1 1/8' MIN. EMBEDMENT I X 2 7/16 X 3/8 TUBE MULLION 2X4X3/8 SHEATHING l TUB: MULLION 1 #8 X S/2 SELF INSTALLATION ANCHOR #8 WOOD TAPPING .SMS SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP 2000 S}1 .,MULLION JAMB (TYP.) ` APPLIES FO.HEAO .dc..SiLL WHERE 1' X 4" d[ 2' X 4"TUBE MULLONS ARE USED SEALANT BETWEEN __SEALANT BETWEEN ` #81X 1/2 SELF APPLIES TO HEAD k. SILL WHERE 1" X 2" VINDOV FRAME WINDOW FRAME TAPPING SMS & 1' X 2 7/16" TUBE MULLIONS ARE USED t MULLION -MULLION ` #8 X 1-1/2 SELF #8.X 171/2 SELF INSTALLATION ANCHOR TAPPING SMS #B WOOD SCREW TAPPING SMS AI (TYP.) SECTION A -A (1) SECTION A —A (2) SILL CLIP CENTRAL FLoRMA B.O.&F. SEALANT BETWEEN -. .�. �#8 X ,1-1/2 SELF . WINDaW.FLANGES ::' ` -. 1 1/8, MIN. NUA R NAD r": TAPPING SMS 6 MULLION EMBEDMENT GoRl17AJQJ1�L SECN A —A (5) sMurnD+c TIO--� F -Rp Ac,+r(9 _"1CyTgS'L�n�j iLUllC n v'n'# 1X4X1/8 ".1'X4X3/8 TUBE MULLION _TUBE MULLION 2000 S.H 2000 S.H. JAMB (TYP.) JAMB (TYP.) #8 SELF T #8 X 1/2 SELF #8 X 1/2 SELF SMS CTYPJ.. DETAIL B MULLION--� f TAPPING SMS TAPPING SMS ELEVATION. Q VIEWED ; -FROM EXTERIOR INTERNATIONAL. INC FLORLDA :EXTRUDERS SANFORD, FLORIDA. ISM i c r.'• SER:" 2000" FIN SHEET 1 OF 2 I f� VERTICAL. .MULL ION. SECTIONS' U -.. SEALANT BETWEEN 7 SEALANT BETWEEN WINDOW FRAME VINDOW FRAME. SEE OTHER SIDE (SHEET 2 `OF 2) 'FOR a MULLION ►nLLION i , ; - DESIGN PRESSURE --CAPACITIES #8 X..1-1/2 SELF.. #8.X .171/2 SELF TAPPING SMS TAPPING. SMS DRAWN BY: MSH "' '` APPROVED BY: ' (�) SECTION A -A (3) SECTION A —A DATE:2/6/02 SCALE: NTS IDWO..: 2VMFIN 23 Y 1 �F MtAEYit-DADE CO. tvtETRO-DADE FLAGLE�. it0A0E - IIUtLDiPIC CODE C0N1 , X C Utt nC\ MtstRO DADC l tU W1;S'C E E.AGt.E.it STREGt', SUM.. i6 MIAMI, I lA[tiDA 3313U•1: (305) 375-2')UI 1'AY (3t)i) 375 ?`% CONTROL NOTICE Or ACCEPTANCE c:(��•rlt.�c`Cotcl.lcrrtsl�('siis PRODUCT CONT p05)375.2527 VAN(305) Premdor Entry Systems 911 E. Jeferson, P.O. Box 7G c c)�rlt,kc�rol(t:�rcxVA 0nl3•Isl1 Pittsburgh ,KS GG7G2 pose 37sa966� rX p0s) 37s-:1 1'ti01UC: r C014'1112Ut, OWN. (3o5) 375-2902 V X (3115) 372-6 Your application for Notice of Acceptance (NOA) of: G-� S-�V/E Itlswing Glazed Double w/sidcl1overning thees luse of Alter Materials and Types Lliterg) titre Mlam► und�:r Chapter 8 of the Code of ;viiami-Dade County b described herein, has been recommended for acceptance in Construction, and completelyoelliance Office (BCCO) under•the conditions specified herein. County Building Code. C p after the expiration date stated below. BCCO reserves co1etrolltes�ingculf t This NOA shall not be valid aftplant for quality ' the a roved manner, BCCO may revoke;� modify, provaje f it product or material at any time from a jobsite or manufacturersp product or material fails to perform In P use of such product or material immediately. BCCO reserves the right to revoke determined by BCCO that this product or material fails to meet file requirements of the South E or; Building Cc& The expense of such testing will be incurred by the manufacturer. C— 0t-0314.25) Raul KoarigUez ACCEPTANCE RO : 0110____ /2 Chief product Control Division T SEE ADDITIONAL PAGES roll SI'ECtFiC AND GENERAL THIS is TIIE COVERSI�CC CVI'l T 0 ,BUILDING CODE R PRODUCT REVIEW CO`'iMITTEC Approval has been reviewed by the BCCO and approved by the Bu'tl This application for Product App �ittee to be used in ivfianii-Dade County, Florida under the corditlor. Code and Product Review Comn forth above. r.rancisco J. Quintana, R.A. Director h1ialiii-Dade CO, 131tildin5 Code Compliance C 1�1'1'ROv C, D. 06105120 i - l M Y Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 io0� 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 insulatcd 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, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION ..I The Series Entergy 6-8 S-1VIC Insttiing GIazccl Double Residential Insulated Steel Doors Sidelites- and its components shallbe constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Prcmdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preoarec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Coy Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings.' 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang'.c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installcd.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance alit the approved drawings. 4.2 Hurricane protection system (shutters): the inttallation of this unit will require a hurri� P; otection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building 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 niarkcd to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co (SFBC) in order to properly evaluate the install:zhon of this system. Mane t Pcrcz, P.E. Product Co ro [:.,Kan-. Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 2QQj EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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 aeceptar 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. ARy revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for temiination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. �. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -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 well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OF THIS ACCEIP''1\iVCI: ManueYPcrcz, P.C., Product Contr xam Produ 'ntrol Division R Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing t• X t1UTR 2'0" t Film, W.r COP-WL-MA0141-02 r.t r 02-0419.08 (Application Filed) r t 52.0 NO 2'6" 2'8" 2'10" 3'0" 316" Not Listed Not Listed — t 2'8" + 1'0" t r.r• i 02-0419.08 COP-WL-MA0143-02 (Application Filed) r r 52.0 r. NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" X0, OX, OXO I " 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 I NO I I 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" j 1'0"+2'8"+IT 3'0" + 1'0" 1'2" + 2'10" + 1'2" 12 +30 +'IT 2'6" + 2'6'-+ TV 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-MA0142-02 02-0419.08 (Application Filed) 52.0 NO 2'8" + 2'8" 2'1C" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2.8" + 2,8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 370" + 3'0" + TO" + 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 oche; strucIL-res). National, slate or local building codes specify the edition required_ Masonite in'erna:ional structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, O ak aft r. 1;1'.UhC1.A(> r_r.rHr uonKe nbnA.vNt!••d...Gv,D— Ap, t 29. IM? pm co-.+u,'p pro--n of p Xua u)IOfO. mpnt mp4t tpct,fkplant, deign and p•oduu dolif wu{ca 10 cNngc w9fom ncFce. m 0— Masonite International Corporation . p.. coP-WL-MA0100.02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2'0" 2'6" _ X 2'8" COP-WL-MA0161-02 2'10' 3'0". 316" Not Listed 2'8" + 1'0" 2'8" . i'2" I� —2 1-0' + 1'0" COP-WL-MA0163-02 3,J,.: 1.0:, 3'0" + 1'2" - 02-0418.03 (Application Filed) 55.0 NO t Not Listed — r.t r r 02-0418.03 (Application Filed) 55.0 = I: NO X0, OX, OXO i1'2" t - 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 (Applicalion Filed) 55.0 NO I 1'0" + 2'10" + 1'0" 117' + 2'8" + 1'2" 1'0" + 2'8" + 1.0'. 1'0" + 3;0" + 1'0" 1'2" + 2'10" + 17 + 3'0' + 1'2" ( 2.8" + 2,8" + 2'8" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL•MA0162-02 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2.6" COP•WL-MA0165-02 02-0418.03 (Application Filed) 55.0 I 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. Occr a, rangernenls using fewer panels than wila! is shot•! in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite ln!arnstional website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic loc2bon 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 6 PA203. Ll L'i �Gl t ARTF-K. �. ....C�.,aa h.�YIiY 000X5 r+eo-r•.w•e f.!"Ctu. Enr)U..: /,yo i",. M2 0u' of proCoC ;n,o wo m kti Soeci(cN�oni. pes;pn .0 o,,I.cl Qc1iJ ;v`.i:cl to CT'lnve rvMt't nJVcr. Masonite international Corporatior. Glazed Units R COP-WL-MA0100-02.;;, FIBERGLASS DOORS 8'0" Height — Inswing X Singles (width) 2'0" COP-WL-MA0146-02 r,, t 02-0423.01 (Application Filed) �• 40.0 ,. NO 2'6" TV — 2'10" 3'0" TV Not Listed Not Listed — — I t 1 2'8" + 1'0" , , COP-WL-MA0148-02 t., t i, ,. •, 02-0423.01 (Application Filed) 40.0 NO i 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" ! 1,0, + ! X:,. OX, ,,,,t) 2'8" + 1'0" COP-WL-MA0149-02 02-0423.01 (Application filed) 40.0 i NO j L`„0., 2'10,. 1,0" -- 1'2 + 2'8" + 17' 1'0"+2'8"+IT 'IT + TO" + 1'0" 1'2" + 2'10" + 1'2" 17' + TO" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2.10" + 2'10" 3 C" + 3'0" + 3'0" I XX, OXXO 2.8" + 2:8„ COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 f NO 2'6' + 2 8" 2'10" + 2:10" _ TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + TO" + 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 IMErnalional website (www.masonite.com) or from the technical center. 3. !n.sta'ta;ion instre,:tions are available from the i;tzsonfte Internaticnal website (www.masonile.com) or from the technical center. ;. Ac!uz: d�s�en pressure requirement for a specific tuilding design 8 geographic location is determined by ASCE 7 (Minimum design loads for budings and other structures). National, state or [,).,at builaing 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. Oak aff EKy F[)( r l if l.M ;�.•�<s I:N'I'MY ,WA nn R,:+20,2VZ r; , Cm"1L 9!e' in of OIOwrt r.V,0,C, Cat 112l2f Spt71ir]: M'S. CtS:Q1' - o.•n.. D,a.. Masonite International Corporation :;•o' s�!_r:1 .� :ct:K.c I,+'1¢u; n�:ice. Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing I• X I 1 27 I 1 COP-WL-MA0166-02 ('1' 02-0423.03 (Application Filed) �• t 47.0 1 t NO 2'6" 2'8" 2'10- TO" TV Not Listed Not Listed — — X0, OX, OXO 2'8" + 1'0" COP-WL-MA0168-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 122" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'17 + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-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" + TV + 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. Oak raff •.I.yr d < FIIII:N(:1. •DOOM\ AR EK" T.S<f: N'1 NY Nw-T .wM f4rfpu E_ Does Ap14 29. 2002 Our com,nuin9 program of prudutl mom emenl makes SpKdi0A*m,. design and product delail Su0 W 10 Change W00ut notice. f •rlvr.ely liam L m ou. Masonite International Corporation _: COP,WGMA010U 02� i'-" FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing �., ,. •, 2'0" 2,6„ — X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 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 8CCO protocol PA201, PA202 & PA203. OaksrF aff ARkKC E om FINI:NGI.A\i F:N'i'NY•000Ns I T••e.. F, r.. 1n 0. �/� Nln-_., !/lEM✓V Ir•✓Ire/.in ❑ �^ ® (//l/// A K29.2002 Masonite International Corporation 0 , rw.m ,,g grogram of groaNcs "nalovement mawcs soeUlrtngns. 0e 9n ana DI-d-0 oesl suolen 10 cnanoe wnnom nonce Opaque Units w 1 COP-MiMA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing 1' X 1'!Multiples 1 1 2'0" COP WL MA0121-02 imuf1mmrl' 01-1031.02 �• I 76.0 1 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed 1 . I 1 2'8" + 17 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" COP-WL-MA0123-02 3'0" + 1'0" 3'0" + 1'2" Not Listed Miami —fide• 02-0109.09 (Application Filed) — r• • 1 55.0 — 1. NO X0, oX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 17 + 2'8" + 17 1'0" + 3'0" + 1'0" 17' +-2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8"+2V+2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 37 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) I 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" d 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 8CCO protocol PA201, PA202 & PA203. Oakraff AR k EEC'" w..,.d. kr.I" r�.ror•a FIM AGLASS E; 'N OOOKS 0—T.—fil-0"Envy Dove cord 29. 2002 Our conhnving Drooram of Dro4uLl improvement makes sDeciticalions. design and Droducl delad WNW 10 change without notice. PKEM� vn K,.I(,r,:. F ..I u••. y .o�n m Masonite fnternational Cor-poration COP-WL-MA0100.02 FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing Arrangement singles (width)I r.l' r 121 ff 1. 1 27 2'6" 02-0109A X 2'8" COP-WL-MA0106-02 (Application Filed) 70.0 NO 2' 10" TO" — 3'6" Not Listed Not Listed — 2'8" + 1'0" 2'8" + 17 2'10" + 17 02-0109.08 2'10" + 17 COP-WL-MA0108-02 (Application Filed) 55.0 NO TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0109.08 1'2" + 2'10:' + 1'2" COP-WL-MA0109-02 (Application Filed) 55.0 NO 17 + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" i-2'8" 2'10" + 2'10" + 2'10" TO" + 37 + TO" 2'8" + 2'8" 2'8" + 2'8" 02-0109.08 2'10" + 2'10" COP-WL-MA0107-02 (Application Filed) 55.0 NO TO" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + TV 2'8" + 2'8" + 2'8" + 2'8" 02-0109.08 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0110-02 (Application Filed) 55.0 NO TO" + 3'0" + 3'0" + 3'0" Notes: i. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.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 raff fM k EK'" r , a Y I11F.C, A.\.\'.N1 NY •OOON..' F1 ..E.-Da".. ama 29. 2002 Ou. C ..n ng plo0,am 01 produtl improvement makes soccilicat-S. Oes,gn and p,Od UCI Detail Subject 10 Change WII haul nonce. /�C,, Galovvery n"m /L�., TAUS", V�n�.✓�./.i, a / // ry + O�• rr//ll//„ Masonite International Corporation Opaque Units :COP-WL-MA01.00.02. FIBERGLASS DOORS 8'0" Height — Outswing 1 X Singles1; 2'0" COP-WL-MA0126-02 M1117014= 02-0109.07 (Application Filed) r• 70.0 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed — — 2'8" + 1'0" t1i . 1 I COP-WL-MA0128-02 ('1 r 02-0109.07 (Application Filed) ►• • 1 1 1 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 17 X0, OX, OXO 17 + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 'IT + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 3'0" + 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" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 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" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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. 0akcraff AR 0 EK'" F I M I. X(:I..1 S1 EN "INY DOOH.S -I.- Do A061 29. 2002 Ou, o,o0ram of p,od.a imp,oremenl makes 5p11iliUl'nns. 615gn and 01.duol dfUd 5"olfCl to C"e ..1hout nolict. (Rr., t. o Masonite International Corporation }3 MID.-WL-MA0001602 Unit SINGLE .••- 6' NTYP. N 4 i" UNIT 8'0" UNIT •15/16' 17-1/8' MAXIMUM ON CENTER TYR r in 0 • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • t I Tor • 1 • 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" t t 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 At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. in Ap6129. 2002 Masonite International Corporation Our coni,no.ng program of oroow -,,emenl makes SpecilKalUns. oesgn and osoducl dela,i suoltcl to mange rilhoul nol- 4 XO or OX ' "' ' Unit f SINGLE DOOR WITH 1 SIDELITE 3' PtP ' 6' CL TYP. TYP. TYP. 1 ! l E P. 61" UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. flough 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 A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #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. to Awd 29 20-32 oMasonite international Corporation yr IOnV...'- J�JJrJm OI or p0utl •mp'Dafn4'nl rruwes wcoircmors. oevg" a^c rocao oelAl s"niefi to cnange .4noul nonce. 0X0 1 1 Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minim'umFasten'ercaunt • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. R6ugh Opening I • Width of door unit plus 1/2" • Height of door unit plus 1/4" r r r r r r r r r r r Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AE & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0-1 Aprd29.2002 Masonite International Corporation W, UJ'Jin VI 1n(0—! .r , vin�hnl nt�1r1 1nel l�l Ji.un•, oe un lno actin suujecl Io ;'unue without noi— oxxo e I I , f Unit DOUBLE DOOR WITH 2 SIDELITES 6 CL TYP. TYP. 3- TYF TYP. I I I l I l l I I I I I I �TYF 6'8' 13- UNIT 8'0' UNIT 5116' 17-1/8- MAXIMUM ON CENTER TYP. t t t t� t •• t ' I ITITI • 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 2-112" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolls be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29. 2002 Masonite International Corporation our Conlinumg Dfo01am of prod,,C1-Drovemenl makes SDttd-Wrl. de,on and moava dawd saMeCl to comae wdnoul .mice XX Glazed Inswing Unit APPROVED ARRANGEMENT: A Y° i 0 C,OP-WL-MA0142 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". r Double Door 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 ASIDE 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: go an 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ❑ 0� �� 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 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' EK'- a...'...,.a" .. " e I IULXe:LnSS I: N'i'H 1'"UVOM� i o T. MFL ,-1n D— PRE� .11, Y1 MDa p April 29.2002 ^ Masonite International Corporation Our conmumg ofogram of product 'n yovemenl makes S"UhCalgrS. lesion and sroducl delad s.D". ro mange wnnout nm•ee XX 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 CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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, PE. — License Number 56533 Oak raft AR k EK" , weac�,"s �n rkrRu.,,,us Na�.L.w.M F.p..pa.. Furry boo.. April 29. 2002 Our cony m Q o,09nm of WOW +^orov em makes 50ttifioli0ns. dmon and o,oducl deb9 s4iecr ro cnmoe wdho.1 name. Masonite International Corporation XOorOX Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note. Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". 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 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: 00 00 00 00 00 D0� 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n n 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 id may also be used in the following door style: Eyebrow 5-panel wilh scroll. Oak, raff AR EW r nn_ar.c,�,s t:nrNv*ur>uH> Non-T..uvEE.eaN.0 E�nr�Oaon Apn129.2002 Our Comn��n� ? oy,mrr of p,oaua ���O�o+emenl nures wero,cUhons. o-on ID+o xo uci a—' Su ,, lc ,rd-ue --oN police Masonite International Corporation XO or OX Glazed Inswing Unit . APPROVED DOOR STYLES: 3/4 GLASS: 0� 404 Series APPROVED SIDELITE STYLES: �0 410 Series FIBERGLASS DOORS FULL GLASS: 109 Series 114. 120, 122 152 Series Series 0 - 149 Series 300 Series 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). X / &—x — , - ' State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR 4 EK' April 29, 2002 Ow co ,_, o�ogr or p,00ua �,,­emenr makes SWitiCAl ,. d-g. a^o proovcl iela.l,.� cj to cnln9e wilhoW not-(e Masonite International Corporation OXO O• A, -r I Glazed Inswing Unit , FIBERGLASS DOORS APPROVED ARRANGEMENT: O t• i+L ly Single Door with 2 Sidelites Maximum unit size = 9T x 6T Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 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-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: 00 00 00 00 00 O00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n ❑ uu Ho n a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RIL. 23 R11, 24 RrL 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door styte: Eyebrow 5-panel with scroll. Oakcraff AR 4 EW 1 ,I ULK(;L A NN LN EN1 00()N.1 t+omu-rAe.Nu E."c- April 29, 2002 N, mnnn..nd p,.o,mn or product imn,ovemrn niAlS 5pmritatrons. dePOn and prod., derma Salle. w cn;,nde -no., no,, e Masonite International Corporation • • COP-WL-MA0144.02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 404 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 8CCO 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...•... FlUL—LASS LN'1'Xl' U(i().s Em Ono-. April 29. 2002 Our continuing Drogram or Droducl im0ronment makes stomilicali0ns. design and DroduCl detail suole(t to Cnange wilhoul notl(e. /%IfJi'i van(.✓/..✓,i. n O„�IiIY O Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT. 4 . :, j COPVL MA0145-02 FIBERGLASS DOORS O 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 lhteshold 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 O0� 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 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 EK'w e.., ....,e I IItLNt:LASS LN'1'NV 000Mti nlo.•-T..W.br'e«panEnvrnow. PRFiN^^" Aori129.2002 Masonite International Corporation Ow —,,—ng ptog,arn of product mptovemem makes SpeObcal,ons. des,gn and p,oduCl delay sunlen 1p cMnge wnnWl no1— nVX0 Glazed Inswing Unit APPROVED DOOR STYLES: 3/4 GLASS: E to n 404 Series APPROVED SIDELITE STYLES: a a o 129 Series 200 Series 12R, 12L, 23R, 23L, 24R, 24L Series DO 410 Series FIBERGLASS DOORS FULL GLASS: 109 Series 114, 120. 122 152 Series Series 149 Series 300 Series X o t 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 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 AF k EK' r `nrr:H.:�n+.�e:nrKr `u�.�>K. �.-r..W..ers,.p,., t�•„r 000.. April 29. 2002 OW continuing wooram of product improvement mates sotUbcaiions, design and d.oduct detail SuoleCt to Change without notice Masonite International Corporation XX -.POP, t I - t Glazed Inswing Unit r 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 = 6T x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: am an ao 822 Series El ao 404 Series 108 Series Oak raft AR EK'" w....., .r. , ,. Ne,.w.o...a r:e..ry..[wro—+ PREMDaZK�11,' El e rnr[Kr.Lnss EN'I Nl',UUVRS April 29, 2002 m o.a Masonite International Corporation 0 cOnlmu'n0 o'Ogym of oroducl impro,,emem mazes speciliQllons. design and p,Odutl delta S.0'e I , c"nge'.�dhoul noece. XX 1 ' 1 I I Glazed Inswing Unit r 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 13 Oak raff AR � EK' om ..I. i ru1,wt IN LK rua uuuK. ,+o.,.r.. u...o F—o... b.v. Do Aprif 29. 2002 Our continuing program of oroduct i iuo,emem makes soecfllcalions. design and orodrul M a s O n i t e International C o r p o r a t i o n derail ,u01tC1 to Change wirnoul notice XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP1WL-MA0148-02 810" FIBERGLASS DOORS oo; 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 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. stale 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: DID 00 00 822 Series 1/2 GLASS: n 00 404 Series r.� Oak raft AR 1 EK" i.�i,�'u r., .,�� i V u�,nnnM,ti tbn-Te.w.eE f.pe.r.., E•vr Dw E 108 Series M aconite International Corporation Ap,d 29. 2002 ou, Con,,nurnp Drop,p'n of proou_1 ut,D 0O %en, maheS SDCC.1G t,dns. de S,pn and P-WO dew.1 s.uiea w cwpe -now noocc XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: COP=WL-MA0148 02 810" FIBERGLASS DOORS 0 - 300 Series X ra Y'V 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME Cttv, stare 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 4 EK" 1'1OLMl:LAi1 LN'I Nl' 1)t)()N< Nontr�e.r�0 flr.Nau Envy Down April 29. 2002 Our Commn g plog— 01 pIMO i 10—MIM make: SDttAip1'nns. aeSrya ma plod.d aeud woiect to change wnno,t nol¢e. /�(� Ea<Ivairrly Iron �////J m Ou• Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT. = gc P WL-MA0149.02 810" FIBERGLASS DOORS 0 0 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 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-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: DID 00 822 Series 1/2 GLASS: 00 404 Series OakSraft AR 4 EK'" ...t...IN � E.... 1�1 UI: XI:LA\1 l: `r'I'X 1' DItIIXI Non-Te.w.o En.•C.0 Ew•y Dow. 0 108 Series April 29. 2002 ON co, nmmhD D'09'am of proouct inl)—thnenl -a eS SD-1,"tens, oes,gn and onoduct detail subject to change -1houl nol-ce. Masonite International Corporation OXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: L i�•' V: 810 Series APPROVED SIDELITE STYLES: 8'0" FIIBERGL,ASS DOORS 300 Series 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR EK`� W u u .l ' I c• r u r c .l J:JBLIEf:LAti1 LN'IRY OOONS W T.. dF*.j uEnv, Doo April 29. 2002 Our continuing program of product improvement makes SOecilical ons, design and product detail Subject to Change without nou,ce. r llUY1 v�i��r✓�v✓ri. ❑ /.�� Masonite International Corporation OXX0 C,OP-WL-MA0150.02`` Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size = 12'0' 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-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: as as 822 Series 1/2 GLASS: n as 404 Series Oak raft AR k EK" 1�111CRCL—S LNI NIUs)n N.1 —Te.e. F",, „En"Dow, April 29. 2G02 buw —h—na 01091 m or Dr Oduca "DIO emenl maaei 50eoifca,iun,. design and D,MW dead subject 10 change wlNOul n01-Et, 108 Series [a[lu,ively I,om PREM (:,//...�;, n O.• Masonite International Corporation OXXO 1 ' ' I I t Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 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). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak -raft AR EW ...I. .r. ..1 IIf1I.G1.11.1L .".'`eb—Te.w f—er E­ Dow. April 29. 2002 Ow [O�Iinu��Q D,". 0� DrDdutt u"D�avemenl ma4es SDee�t�ealq�S.'de5ipn and DrDdu l debll SAW 10 C Na Qe whhW M,ce (RC.' f.<iu(ire�y tram /J Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: t.1 O,.,�... CO.P M-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 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-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 00 °13 00 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ° 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. 0akcraff AR 4 EK'" —T..u. F—gi—b,, Door. IVIn m o�. April 29. 2002 Masonite International Corporation Om DI.Q-1 or of od,Ct md emenl mantes S-0-1NM, design and dmduCl a "woiecl io comp, wdno.l nol{e XX Glazed Outswing Unit COP-WL-MA0162.02 ,! FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 11 N 11 i n' a n �lu 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 8CCO 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). / &-X3� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR � EK" 1 `•.....I . c , .� . , 1 < u , .I I0LM ;L ASN EN I. Y 11.1-1 n T,.u. r—t—Env, Q. April 29. 2002 0,, Conl.n-9 o,ognam or nod- imp—emenl mdkel Spe ifiC31ion1. Oes.Dn and Dr000Cl de j Su0CN g, wnn0yl n01,fe Masonite International Corporation XX Glazed outswing Unit ' FIBERGLASS DOORS APPROVED ARRANGEMENT: �y z ` �tS`t o O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6.0- x 8-0- 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-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAR.: 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: 822 Series 1/2 GLASS: 00 404 Series IN Series O ak raff e .1�,•.." "°m nd. .,•�-r�,��,.a �n����.�/r•a. ��v T .11 Masonite International Corporation ]pw — AR k EK'� I�IbL M(�Ln tii LN'1'X 1' UUr)H.S Non-T..wnd Fpe.r4v Fnv)Doon 29^2002 o., � ., o.opum of o•000a r+mo.<mem mares oes.p^ -d v10u0 dead Supletl 10 enanQt -1houl nol4e 3/4- X 1-1/2" X 13GAGE MIN. 1/4" X 1/2" LONG 16GA. GALV. STEEL 2" GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. FOR 16' X 7' USE CARRIAGE BOLT k NUT TOP BRACKET WITH OPTIONAL SSB GLASS LIGHTS CENTER STILES HORIZONTAL TRACK 1/4" X 3/4" 14GA ROLLER (5 COLUMNS) ALTERNATE CONSTRUCTION 16 GAGE OR 13 GAGE HEX HEAD SELF A o HOLDER WITH CENTER HINGES USING (2) STRUTS BASED ON THE WEIGHT DRILLING SCREW 2 FASTENERS. 5 STRUTS (3 COLUMNS) OF THE DOOR. TT 3" 18GA WIDE 1/4"X 3/4" LONG HEX HEAD SELF (SEE DETAIL A) DRILLING SCREWS. DETAIL D (2 PER VERTICAL STILE) 7 16' X 7' DOOR B B 2" 16 GAGE GALV. STEEL 2" ROLLER WITH 7 16" DIA. LONG STEM. 13 GAGE MIN. GALV. STEEL VERTICAL TRACK BOLTED TIRE: STEEL 10 BALL. TRACK SPLICE OR FLAG BRACKET. TO TRACK BRACKETS WITH FASTEN TO WOOD JAMB WITH 1/4"-20 X 5/8" TRACK 8' AND 9' WIDE DOORS 5/16" X 1-1/2-LAG SCREWS. BOLTS. 2" ROLLER WITH 7/16" DIA. SHORT STEM. - 12 TIRE: STEEL 7 BALL 0 o SEE DETAIL C� A 16' 4"X 16" AIR VENTS (DOUBLE CAR) ALTERNATE CONSTRUCTION 63" (16' X 7' 14 GAGE GALV. STEEL END (4) REQ'D. OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS. HINGE ATTACHED WITH (4) OR ((120 SQ. IN. MIN. OPENING HEIGHT (5) SCREWS. SEE DETAIL C. TOTAL OPEN AREA) 4 STRUTS A (NOT OVER OPTIONAL., DOOR HEIGHT) T-.-F (SEE DETAIL A) 42"(16' X 7') 54"(9' X 7') 21 "(16' X 7' 33"(9' X 7') 16'X7' (4 BRACKETS) L 9'X7' (3 BRACKETS) 5" 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. (SEE DETAIL C) 18 GAGE GALV. STEEL CENTER HINGE-J `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B—B - P.S.F. TABLE DESIGN PRESSURE TEST PRESSURE POSTTTVE NEGATIVE POSffNE NEGATIVE E16! +32.8 -37.4 +49.2 -56.1 +29.1 -33.3 +43.7 -49.9 +23.6 -26.3 +35.4 -39.5 4"X 16" AIR VENTS (2) REQ'D. INSULATION POLYSTYRENE (60 SO. IN. MIN. INSULATION STANDARD TOTAL OPEN AREA B FOR MODEL 73� OPTIONAL. ) G GALVANIZED STEEL STRUT. _ o ATTACHED WITH 1/4- X 3/4- -7 LONG HEX HEAD SELF DRILLING SCREWS. 19-1/2", 21"OR (2 PER VERTICAL STILE) 24" HIGH PANEL. 20 GAGE END CAP GALV. AND PREPAINTED STEEL 20 GAGE END STILES 26 GAGE FOR ALL 2. MODELS EXCEPT 24 GAGE MODEL 750 POLYSTYRENE INSULATION © 00 g OPTIONAL FOR MOD. 724 AND 730 Oe L 13 GAGE GALV. STEEL BOTTOM BRACKET 0 • c ATTACHED WITH 2 FASTENERS 2" BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. L.H. FOR A 16' X 7- DOOR USE ONE DETAIL C SECTION A -A EXTRA SELF DRILLING SCREW THROU DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. J GH TOP LEAF OF HINGE, END STILE, CAP AND RAIL TYP, 6 PLACES, j� i lJ AND USE LONG STEM ROLLERS. NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8" HEX BOLTS h NUTS OR 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. 0L G 2422 3/5/02 KDD F 2413 1/25/02 WILLIAM T. IDEMANN P-E- E 2137 2/9/00 Consulting Structural Engaeet `:, D 1724 6/24/97 1140 Anderson Street C 1549A Clermont, FL 34711 B 1549 — 9' — (SINGLE CAR) Vi CENTER STILES do CENTER HINGES (1 COLUMN) 1.25" T 3" 1 �— 2.75" —� DETAIL A 3" 20GA WIDE STRUT 3" 18GA WIDE STRUT LOCK P.O. BOX 13858 ���,�7� MAUMELLE, AR. V� Jll�J SOR f=R 72113 0 (501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: G 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOOR O TOLERANCE FOR SBC 100 ®150% MPH, FBC (352) 242 - 0100 A 1449 (9-8-95 N (+��1366 (11-01-94) (SCATES)GNOTE GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE APPROV. NEXT LEVEL DATE: DWG. NO. 9/14/94 99—B-033 PLOT SCALE DRN. BY 1=1 GDR SHEET 1 OF 3 P.S.F. TABLE DOOR SIZE I DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT I POSITIVE I NEGATIVE POSITIVE NEGATIVE 9'-0' 81-0. +25.5 -29.1 +38.2 -43.7 10'-0" 8'-0' +33.0 -36.9 +49.6 -55.3 16'-0' 8'-0" +24.3 -27.3 +36.6 -41.1 18•-0" B'-O" +27.3 -30.7 +41.0 -46.0 18'-0' 7'-0' +27.3 -30.7 +41.0 -46.0 OPENING HEIGHT (NOT OVER DOOR HEIGHT) 13 GAGE MIN. GALV. STEEL 1/4" X 1/2• LONG FOR 16'X8' USE FOUR FASTENERS TRACK SPLICE OR FLAG BRACKET, CARRIAGE BOLT & NUT 16GA. GALV. STEEL FASTEN TO WOOD JAMB WITH ON 9'X8'.- 5/16' X 1-1/2" LAG SCREWS. 6 TOP BRACKET WITH 14GA. ROLLER FOR 18' X 7' HOLDER WITH 2" GALV. STEEL & 18' X 8' USE 2 FASTENERS. FOR 18'X7' & 18'X8' VERTICAL TRACK .1/4' X D S SEE TOP BRACKET 16GA 16'XB') HEX HEAD SELF ON PAGE 3 13GA. �18'X7', DRILLING SCREW D ETAI L D USE TWO EXTRA ' SELF DRILLING 18'XB') '-16X 8' & 10' X 8' DOOR SCREWS THROUGh I 63" (18' X 7') 72" (18' X 8' 72" (16' X 8'; 72" (10' X B') 4" 18' X 7' B' X 8' 63" 1 63" (9' X 8') 42- (18' X 7') 48• (18' X 8') 48• (16' X 8') 48• (10• X B') 33• (18' X 7 ) -�39' (18' X 8') 39- (9- X 8') 3/4" POLYSTYRENE 21 (18' X 7') 24' 18' X 8' INSULATION STANDARD FOR 24" (16' X 8') MODEL 735 24" (10' X S•) 15• (18' X 7') - 15- (18' X 8') 19-1/2', 21' J_ OR 24" HIGH PANEL GALV. 2 ROLLER WITH 7/16 DIA. LONG STEM. TOP AND BOTTOM TIRE: STEEL 10 BALL LEAF OF HINGE 18' X 7' & 18' X 8' DOOR AND END STILE, 2' HURRICANE ROLLER ON 16'X8, 18'X7' L.H. WITH 7/16• DIA & 18'X8'. LONG STEM. RAILS 8 STRUTS - 3" 18GA WIDE (SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'XB'. TIRE. STEEL 1v -L. 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS, 9'X8' 2" ROLLER WITH 16' X 8'- 16GA END CAP & RIVETS. 7/16' DIA. SHORT STEM. 18' X 7' & 18' X B': 13GA. END CAP & RIVETS. 14 GAGE GALV. STEEL RAIL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. /�20 GAGE e / END STILES 16'X8• & 18'X8' DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE AND PRE- GALVANIZED STEEL STRUT. 5" 9'X8'3BRACKETS �4 16' X 8' ((4 BRACKETS) PAINTED STEEL WITH 1/4' X 3/4- 10' X 8' BRACKETS; 18, X 7' (7 BRACKETS) 26 GA. ALL LONG HEX HEAD SELF 18' X 8' (7 BRACKETS) MODELS EXCEPT ZATTACHED DRILLING SCREWS. 24 GA MODEL (2 PER VERTICAL STILE) 20 GAGE END STILES - FASTENED WITH TOG-L-LOGS TO PANEL 750 OPTIONAL SSB GLASS USE END CAP OVER END STILES. 1-3/8• POLYSTYRENE 20WIDE' (SEE DETAIL C) INSULATION OPTIONAL (SEE DETAIL A) FOR MOD. 724 & 730. 4•X 16" AIR VENTS 1 13GA GALV. STEEL (2) REQ'D. B BOTTOM BRACKET (60 SQ. IN. MIN. ATTACHED WITH 3 2• FASTENERS (16'X8'). TOTAL OPEN AREA) 4 FASTENERS (18'X7' C & 18'X8'). SECTION B-B 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE AND (10'XB'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGE GALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS - I I- 1.25' TO PANELS. -10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16• X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. 3- 6 STRUTS 3' 18GA WIDE (SEE DETAIL A) LOCK OPTIONAL B SEE DETAIL C 4"X 16" AIR VENTS �4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL. ALTERNATF CONSTRUCTION USING (2) STRUTS. /" 9. CENTER STILES & CENTER, ---(SINGLE CAR) HINGES (1 COLUMN) OPTIONAL (4) REQ'D. OPTIONAL. (120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS LIGHTS 16' (DOUBLE CAR) OPTIONAL SSB GLASS 3' 18GA WIDE" (SEE DETAIL A) 4"X 16" AIR VENTS 1 8 8. 2) REQ'D. B �60 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL. ----_ NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE LTS & NUTS OR 11/4--20 4' XEX 01/25 LONG HEX8- HEX HEADSHEET METAL SCREWS. 2.75'• q FF 2422 3/5/02 KDD D ETAI L A 2413 1 /25/02 3" 18GA WIDE STRUT WILLIAM T. LINDEMANN DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", 30' ROOF HEIGHT, ROOF PITCH > 10, 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consulting Structural Engirj_eer; 1140 Anderson Street Clermont, FL 34711 `; ` (352) 242 - 0100 E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 I 1366 (1 1-01-94) (SCATES) © NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC I REV. E.C.N. I DATE APPROV. CENTER STILE (7) COLUMNS ©CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING (2) STRUTS . B ) `CENTER STILES (tCOLUMNS CENTER HINGES COLUMNS ALTERNATE CONSTRUCTION USING (2) STRUTS.7- B B. 10'' CENTER STILES & CENTE (SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK P.O. BOX 13858 ©7� MAUMELLE, AR. VV 1LL�1 SOD ]D)WR 72113 1(501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, s WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 @150%_ MPH, FBC NEXT LEVEL DATE: DWG. NO. 9/14, 99-B-033 PLOT SCALE DRN. BY 1=1 GDR SHEET 2 OF 3 K OPENING HEIGHT (NOT OVER DOOR HEIGHT) 13 GAGE MIN. GALV. STEEL TRACK SPLICE FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2' LAG SCREWS. 2' GALV. STEEL VERTICAL TRACK FOR 18' X 8' USE 16GA. (16'XB') 13GA 18'XB' 1/4' X 3/4' HEX HEAD SELF DRILLING SCREW DETAIL D 72" (18' X 8') 72' (16' X 8') 72' (10' X 8') 63' (18' X 8') 63" 9' X B') 48" (18' X 48- (16' X 48' (10' X 39' (18' X 8') 39" (9' X 8') 24' (18' X 8) �24' 16' X 8' 24'(TO-X 8') 15' (18. X 8') 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735 19-1/2"1 21"- OR 24' HIGH PANEL GALV. 13 GAGE GALV. STEEL TOP USE FOUR BRACKET WITH 10 GAGE ROLLER FASTENERS RAILS HOLDER. NOTE THAT ROLLER ON 9'X8'. HOLDER IS TURNED DOWN. DDNOTE: D 16' X 8' USES TOP BRACKET ON SHEET 2. 0 10 STRUTS 3' 18GA WIDE (SEE .DETAIL A) B USE TWO EXTRA -16' X 8' k 10' X 8' DOOR SELF DRILLING LOCK OPTIONAL 2" ROLLER WITH 7/16' SCREWS THROUGH 00 DL4 LONG STEM. TOP AND BOTTOM USE ONE EXTRA SEE DETAIL C TIRE: STEEL 10 BALL LEAF OF HINGE SELF DRILLING 18' X 8' DOOR 2" HURRICANE ROLLER AND END STILE, SCREW THROUGH ON 16'X8 AND L.H. WITH 7/16" Dik 18 X8'. TOP LEAF Of HINGE ON 10'X8'. LONG STEM. TIRE: STEEL 10 BALL g' X 8': 10'X 8' 20GA END CAP, NO RIVETS. 9'X8' 2" ROLLER WITH 16' X 8': 16GA. END CAP do RIVETS. 7/16" DNA. SHORT STEM. 18' X 8': 13GA END CAP do RIVETS. 14 GAGE GALV. STEEL RAIL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 20 GAGE END STILES Ot a srRurs� 3' 18GA WIDE • (SEE DETAIL A) B • LOCK OPTIONAL SEE DETAIL C- DETAIL C 16'X8' do 18'X8' 4'X 16" AIR VENTS POP RIVET TOP AND (4) REO'D. BOTTOM OF ENDCAP (120 SQ. IN. MIN. TO END STILE TOTAL OPEN AREA) OPTIONAL AND PRE- 2- GALVANIZED STEEL STRUT. 5"1 10' X 8' �4 BRACKETS 18' X 8' (7 BRACKETS; 26 GA- PAINTED ASTEEL LL ATTACHED WITH 1 X 3/4' MODELS EXCEPT LONG HEXSE HEAD SELF 20 GAGE END STILES - FASTENED DRILLING SCREWS. 24 GA. MODEL (2 PER VERTICAL STILE) WITH TOG-L-LOGS TO PANEL 750 USE END CAP OVER END STILES. <gG> 1-3/8' POLYSTYRENE (SEE DETAIL C) INSULATION OPTIONAL FOR MOD. 724 do 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2' FASTENERS (16'X8'). 4 FASTERS NE18 X8'). 2 FASTENERS �9'X8') 18 GAGE GALV. STEEL CENTER HINGE SECTION B-B AND (1 0 'x8'). ATTACHED WITH 4 FASTENERS. SECTtiON A -A 20 GAGE GALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS --1 I - 1 25' TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT POSITIVE I NEGATIVE I POSITIVE NEGATIVE 9'-0' 8'-0" +25.5 -29.1 +38.2 -43.7 10'-0" 8'-0" +33.0 -36.9 +49.6 -55.3 16'-O" 8'-0" +24.3 -27.3 +36.6 -41.1 18'-0' 8'-0' +27.3 -30.7 +41.0 -46.0 3" OPTIONAL SSB GLASS 3' 20GA WIDE (SEE DETAIL A) B 4'X 16' AIR VENTS 2) REO-D. 60 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL CEMER STILES k C�/ HINGES (1 COLUMN) OPTIONAL SSS GLASS NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8" HEX BOLTS do NUTS OR 1/4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. q L �- 2.75'/0 DETAIL A 3' 18GA WIDE STRUT WILLI:AM, T. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES consulting St,uciur21 Lrig!1EeT LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Ai.,''ieTson Strea PITCH > 19, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", © Clermo.', FL 34711= 30' ROOF HEIGHT, ROOF PITCH > 10'. 2' OF DOOR IN END ZONE. (352) 242 - 0100 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, SAtISFY IMPACT GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE © NOTE: GLAZING DOES NOT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC G 2422 3/5/02 KDD F 2413 1/25/02 E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 (9-8-95) 1366 (1 1-01-94) (SCATES REV. E.C.N. DATE APPRO% B' 4'X 16' AIR VENTS 18' (DOUBLE CAR) (4) REO'D. (120 50. IN. MIN. TOTAL OPEN AREA) OPIIOKAL CENTER STU M COLUMNS © CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS- USING (2) STRUIS7 , 16' (DOUBLE CAR) B STILES (�3) COLUMNS HINGES 1 OPTIONAL SSB MASS LIGHTS USMGNATE (SEE DETAIL A) B 4'X 16' AIR VENTS (2) REQ'D. (60 SO. IN. MIN. TOTAL OPEN AREA) CENTER HINGES (I�COLUMN)-/ (SINGLE CAR) OPTIONAL P.O. BOX 13858 MAUMELLE, AR. ®��7�!� �v 77�� VnNDSO L� D®®R 72113 (501) 562-187 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: O 101993-8, 9 WINDLOAD FOR SBC RESIDENTIAL 100 @150% STEEL DOOR MPH, FBC 120 MPH EXPOSURE "B" NEXT LEVEL DATE: DWG. NO. 9/14/94 99_B-033 SCALE PLOT SCALE DRN. BY SHEET 3 OF 3 NONE 1=1 GDR